Advances in civil engineering and architecture : selected, peer reviewed papers from the 2011 International conference on civil engineering, architecture and building materials (CEABM2011), June 18-20, 2011, Haikou, China /

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Bibliographic Details
Meeting name:International Conference on Civil Engineering, Architecture and Building Materials (2011, Haikou, China)
Imprint:Durnten-Zurich : Trans Tech, ©2011.
Description:1 online resource (7 volumes (lxxvii, 7106 pages)) : illustrations (some color)
Language:English
Series:Advanced materials research, 1022-6680 ; v. 243-249
Advanced materials research ; v. 243-249.
Subject:
Format: E-Resource Book
URL for this record:http://pi.lib.uchicago.edu/1001/cat/bib/11102872
Hidden Bibliographic Details
Other authors / contributors:Chen, Chaohe, editor.
Huang, Yong, editor.
Li, Guangfan, editor.
ISBN:9783038136040
3038136042
9783037851258
3037851252
Notes:Includes bibliographical references and indexes.
Includes bibliographical references.
English.
Print version record.
Summary:This volume comprises a collection of papers which were subjected to strict peer-review by 2 to 4 expert referees. It aims to present the latest advances in, and applications of, structural engineering, bridge engineering, tunnel, subway and underground facilities, seismic engineering, environment-friendly construction and development, monitoring and control of structures, structural rehabilitation, retrofitting and strengthening, reliability and durability of structures, computational mechanics, construction technology, etc. This will be essential reading matter for those involved in public w.
Other form:Print version: Advances in civil engineering and architecture. Durnten-Zurich : Trans Tech, ©2011 9783037851258
Table of Contents:
  • Critical Load Analysis of Double-Hinged Circular Steel Arch In-Plane under High Temperature of Fire
  • Two Problem Study of Optimization Design in Foundation
  • Study on the Bearing Capacity and Ductility of Steel Reinforced Concrete Cross-Shaped Columns
  • Multi-Objective Optimization Design of Hybrid Structure
  • The Primary Exploration for the Using of South CASS7.0 Mapping System Drawing Profile Map
  • Rectangular Stress-Block Parameters for Bending Design of Reinforced UHTCC Beam
  • Experimental Analysis of the Slip Phenomenon of Sewage Sludge
  • The Compressive Behavior of Horizontally Casted Concrete Filled Steel Tubular Members with Consideration of the Process of Concrete Casting
  • Finite Element Analyze for a Connection between Steel Reinforced Concrete Filled with Steel Tube Column and Steel Beam
  • Modeling of Rock and Soil Aggregate under the Condition of Uniaxial Compression
  • Experimental Research on Structural Damage Alarming of Benchmark Structure Based on Empirical Mode Decomposition
  • Time History Analysis of Seismic Response of Novel Core-Tube Vibration-Reduction Suspended Structures
  • Design of Long-Span and Wave-Shaped Steel Canopy Structure of Ningxia Helan Mountain Stadium
  • Two-Dimensional Capacity Spectrum Method and Seismic Damage Assessment for RC Structures
  • Inverse Heat Conduction Problem of the Temperature Field with Artificial Ground Freezing Method
  • Analysis of Ice Response Spectra with Nonlinear Interpolation Method
  • The Engineering Application of Free Form Structures Derived by Structural Morphogenesis Methods
  • Nonlinear Finite Element Stress Analysis on the Interior Steel-Concrete Composite Beam Joints
  • Steel Fiber Reinforced Concrete Carbonation Simulation Research
  • Research on the Time-Varying Interaction of Structure and High Assembled Support System
  • Finite Element Model Updating of Space Grid Structures
  • Stiffness Analysis on Semi-Rigid Joints in Gabled Frames
  • Finite Element Analysis for Lateral Resistance Performance of New Precast Concrete Shear Wall
  • Probing into Study on Relevant Factors of BRBs' Ultimate Bearing Capacity
  • Equivalent Slenderness Ratio Method for Design of T-Struts Subject to Compressive Force
  • Experimental Study of Corroded RC Beams Strengthened with CFRP under Fatigue and Monotonic Loads
  • Nonlinear Full-Range Analysis of Steel Reinforced Concrete L-Shaped Columns
  • Measurement and Prediction of Absorption of Cementitious Systems Using RILEM Vacuum Saturation Method
  • The Optimization Design of the Explosion-Proof Steel Frame Structure Considering the Material Plastic
  • Non-Destructive Testing for Concrete: Dynamic Modulus and Ultrasonic Velocity Measurements
  • Factors Influencing Maximum and Residual Deformations of SDOF Systems Subjected to Large Ground Motions
  • Thermal Environment of Traditional Dwelling Houses in Dry Hot and Dry Cold Climate Zone of China in Winter
  • Study on Dynamic Load Identification with Precision Integration Method
  • Comparative Study on the Pseudo Static Testing of Beam Transfer Structure of Frame-Supported Short-Leg Shearwall with and without Haunch
  • Experimental Research of Assembly-Box Concrete Hollow Floor System under Gravity Load
  • Research on Construction Control Analysis for Pretensioned Structure
  • The Finite-Element Simulation for Reinforced Concrete Frames Including the Softening Behaviour
  • Dynamic Buckling Equations and the Maximum Lower Limit Formula of an Elastic Column under Axial Loading
  • Experimental and Theoretical Study of Air-Entraining Concrete under Biaxial Compression after Freezing-Thawing Cycle
  • Experimental and Theoretical Study on Mechanical Properties of Concrete under Triaxial Compression after Suffering High Temperature
  • The Study on Performance of Single-Layer Cylinder Shells with Semi-Rigid Bolt-Ball Joints
  • Nonlinear Finite Element Analysis on Frame Joints of Steel Truss SRC Beam
  • Shear Mechanism and Bearing Capacity Calculation of Composite Joints with Steel Truss SRC Beam
  • Crack Growth Model under Creep-Fatigue Interaction
  • Influence Research of Correlation of Random Variables on Structural Reliability
  • Probabilistic Evaluation of Effects of Column Moment Magnification Factor on Seismic Performance of Reinforced Concrete Frames
  • Experimental Study and Finite Analysis on Flexural Capacity of Laminated Glass
  • Research on Sliding Cable with a Nonlinear Analysis Method for a Cable-Membrane Structure
  • Buckling Analysis of Double-Limb Lipped Channel Section Member under Axial Load
  • Research of Mechanical Property on High-Rise Building Shear Wall-Influence of Border Concealed Column Toward Shear Wall Stiffness
  • Stability Analysis of the Stiffened Plate with Rids under the Longitudinal Loads
  • Calculation of the Natural Frequencies of Transverse Vibration of Complex Beams Using the Differential-Matrix Equations
  • Analysis on Dynamic Stability of Cuneiform Pile under Vertical Harmonic Loads
  • Analysis of Influence of Design Parameters on Ultimate Bearing Capacity of the Steel Spatial Tubular Joint
  • Stability of a Cracked Viscoelastic Plate of Varying Thickness Subjected to Follower Force
  • Experimental Study on Anchoring Bond Behavior of Pre-Tensioned Prestressed Concrete Beams with Corroded Steel Strands
  • Travelling Wave Effect Analysis of Long-Span Cable-Stayed Bridge
  • A Practical Elastic Plastic Damage Model for Concrete
  • Inversion on S-Wave Velocity Structure of Shallow Soil Layer Site Using Parallel Genetic Algorithm
  • Structural Optimization of Reinforced Concrete Aqueduct with Multi-Longitudinal Beams Part II: Application
  • Effect of Perma-Zyme on Properties of Tabia Used to Protect Ancient Earthen Ruins
  • Structural Optimization of Reinforced Concrete Aqueduct with Multi-Longitudinal Beams Part I: Method
  • Research of Mechanical Design of Corner Joints in Gabled Frames
  • Experimental Research on Setting Stiffening Rib of Corner Joints in Gabled Frames
  • Analytical Approach for Face Stability Estimate of Tunnel with Pipe Roof Reinforcement
  • Reliability Analysis of Beam String Structure Considering the Failure of Key Components
  • Effect of Structural Stiffness on the Microvibration Response of the Working Platform of a Microelectronic Plant
  • Study on Multi-Objective Optimization Design Method for SRHSC Beams
  • Experimental Study on the Seismic Behavior of SRHSC Columns
  • The Influence Factors Researching of Percentage of Load-Carrying Capacity Shared by Concrete for Large Section Concrete-Filled Rectangular Steel Tube Column
  • Theoretical Analysis and Application Research on Grid String Branch Structure
  • Optimization Design of Steel-Concrete Composite Beams Considering Bond-Slip Effect
  • Research on Factors Influencing the Axial Bearing Capacity of Tubular Joint of Spatial TX-Type Square Steel Tube
  • Fatigue Life Evaluation of Existing Railway Riveted Steel Bridges
  • Loading Correlation for Reliability Analysis of Reinforced Concrete Columns
  • Analysis on Behavior of the Steel Portal Frames with End-Plate Bolted Connections
  • A New Calculation Method for Cracking Width of Beam with High Strength Rebar
  • Influence of Connection Location on Dynamic Characteristics of Three-Towers-Connected High-Rise Building
  • Research on Bearing Capacity of Column Underpinning Joint of Frame Structure Moving
  • Study on Bearing Capacity of Reinforced Concrete Column with Z-Shaped Cross-Section under Biaxial Eccentric Compression
  • Experimental Research on the Rectangular CFST Column and H-Section Steel Beam Diaphragm through Connections
  • Experimental Research of a Steel Frame with Cantilever Beam Spliced Joints under Surface Deformation
  • The Damage Characteristic Influence and the Seismic Measure Research on the Frame Structure by the Filler Wall
  • Strain-Rate Sensitivity of Concrete: Influence of Temperature
  • Bearing Capacity and Mechanical Behavior Experiment on Large Diameter-Expanding Pile
  • Galerkin Solutions of the Simply-Supported Steel and Concrete Composite Girder in Considering Relative Slips and Shear Lags
  • Anti-Seismic Capacity Analysis and Structural Appraisal & Reinforcement of a Multi-Story Masonry Building with Load-Bearing of Longitudinal Wall
  • The Crashworthiness Properties of Rectangular Column Steel Sandwich Protection Devices for the Bridges
  • Anti-seismic Analysis of Masonry-Reinforced Concrete Composite Structure Based on LS-DYNA
  • Simplified Computation of Elastic-Plastic Displacement Response of High-Rise Steel Structure under Earthquake Considering Torsional Effect
  • Experimental and Numerical Investigation on the Seismic Behavior of Large-Scale Beam to Column Exterior Joints with Composite Slab
  • Test Comparison Research Mechanics Performance between Sisal Fiber Concrete and Rubber Powder Concrete
  • Experimental Study on Steel Frames Infilled with Sandwich Composite Panels
  • Study on Temperature Prediction Model of Asphalt Concrete Pavement
  • Influence of Fiber Geometry on the Mechanical Properties of Ultra-High Performance Fiber Reinforced Concrete (UHPFRC)
  • Study on Mechanical Behaviors and Calculation of Shear Strength of Steel Truss Reinforced Concrete Deep Beams
  • Numerical Simulation Method for Unsteady Wind Field around Building
  • Finite Element Analysis on Behavior of the Joint with Steel Tube Confined Concrete (STCC) Column to Reinforced Concrete Beam
  • Preliminary Analysis on Progressive Collapse of Composite Frames with Concrete-Filled Steel Tubular Columns
  • Research on the Seismic Response Characteristic under Different Curvature Radios
  • Quasi-Plane-Hypothesis of Strain Coordination for RC Beam Strengthened with Near-Surface Mounted Carbon Fiber Reinforced Plastic Bar or Helical Rib Bar
  • Study on the Deformation Characteristics of Supporting System of Deep Foundation Pit in Subway Station Construction
  • Finite Element Analysis of Mobile Towers Made of Prefabricated Elements According to Standardization EN1004
  • Displacement-Based Assessment of Seismic Resistance for Transfer Structure with Haunching Braces
  • One-Dimensional Dynamic Performance of Concrete-Filled Steel Tube
  • Flexural Behaviors of Concrete Slab Reinforced with GFRP Bars
  • New Model for Shear Failure of RC Beam-Column Interior Joints with Different Depth Beams
  • Experimental Study on the Axial Compression Capacity of Condensed Column in Composite Masonry Wall
  • Influence Coefficient of Filler Plates in Built-Up Cruciform Section Members Formed by Two Equal-Leg Angles
  • Chain Reaction of Mountainside Disasters and its Dispersing Impact on the Traffic and Transportation Network
  • Study on Debonding Failure Behavior of RC Beams Combination Strengthened with Carbon Fiber Reinforced Polymer and Steel Plates
  • Application and Research of Folded Plate Type Steel Arch in the Design of Coliseum
  • Experimental Investigation on the New-Type Outer-Plated Steel-Concrete Continuous Composite Beams
  • Deflection Prediction of FRP-Strengthened Reinforced Concrete Beams
  • Application of Folded Plate Structure with Flat Truss in Long-Span Steel Roof Structure
  • Experimental Study on Seismic Performance of Composite Reinforced Concrete Block Masnory
  • Research on Shear Resistance of Cold-Formed Steel Stud Composite Walls
  • Investigation on Intermediate Crack Induced Debonding Failure of FRP Laminates in Flexurally FRP-Strengthened RC Beams
  • Study on the Sandstone Weathering Sensitivity Caused by the Changes of Temperature and Humidity
  • Calculation of any Element with Tapered Beam Member Based on the Method of Equivalent Moment of Inertia
  • The Seismic Behavior Analysis of the Light-Duty Steel Structure Residence System
  • Steel Beam-to-Column Connections Using Martensite Shape Memory Alloys
  • An Structural System Reliability Calculation Method Based on Sample's Weighting -Artificial Neural Network
  • The Discussion of Numerical Analysis Method about Underwater Bridge Pier Structure
  • Experimental Study on Seismic Behavior of Cold-Formed Square Tube Beam-Column Connection with Welded Haunch
  • The Bending of Set Square under Uniform Loads
  • Comparison of Initial and Improved Hertz-Damp Model for Structural Pounding Simulation
  • Stress Analysis of Axial Compression Steel Reinforced Concrete Column under High-Temperature Fire
  • The Accurate Calculative Methods of Cadre Design of Reinforced Concrete
  • Model Experimental Study on Damage Identification for Transmission Tower
  • Experimental and Numerical Simulation Study on Compressive Performance of Autoclaved Fly Ash Perforated Brick Masonry Long Columns
  • Experiment Study of Water Stability of Fiber-Reinforced Asphalt Mixture
  • Analysis on Progressive Collapse Resistance of Reinforced Concrete Frame Structures
  • Ultimate Strength Research of the Tube-Plate Connection of K-Shape
  • Rotational Fourier Spectrum of Wind Turbine Systems: A Physical Model
  • Effect of Detailed Formations on the Tension (Compression) Property of Hairpin Connectors in Precast RC Floor Slabs
  • Seismic Performance Analysis of Steel Reinforced Concrete Frame-Concrete Core Wall Structure
  • Analysis and Study of Construction Measures for Restraining Concrete Rust Expansion Crack
  • Temperatures Measurements in Reinforced Concrete Shear Walls
  • Finite Element Analysis of Concrete Beams Reinforced With Fiber Reinforcing Bars
  • Numerical Simulation of Cold-Formed Steel Stiffened Lipped Channel Columns with and without Perforations
  • Coupling Vibration Analysis of Reinforced Concrete Rectangular Liquid-Storage Structure on Elastic Foundation
  • Frequencies and Modals Analysis of Prestressed Concrete Beam by ANSYS
  • Brief Analysis on the Mechanical Behavior Influenced by Opening Locations of the Unbonded Prestressed Concrete Slabs
  • Seismic Performance for Low Strength Row-Lock Cavity Masonry Reinforced with HPFL
  • Research on Secondary Moment of Prestressed Slab-Column Structure
  • Study on Gas Anti-Permeability of Fiber Concrete under Fatigue Loading
  • Analysis on Fire Resistance of Reinforced Concrete Wall
  • CFD Analysis of Performance of a Reconstruction Plan of Smoke Control System in Metro Station
  • Study of Crack Width of the Fiber Reinforced Polymer Beam
  • Safety Management and Insurance of the Construction Projects
  • Parametric Analysis of Bearing Behavior for Curved Box-Girders of Large Span Steel Structure
  • Comparative Analysis of Time-Frequency Curves of Seismic Records on Liquefied and Non-Liquefied Sites
  • Stability Analyses for Single Arch of Arch-Reticulated Shell Hybrid Steel Structure of Conservatories at Gardens by the Bay in Singapore
  • A Simple Model for Natural Dam Break: I Formulation
  • Accurate Wind-Induced Response Analysis of Long-Span Structure Based on Quick Modal Response Estimate for Mode Selection
  • Low-Cycle Reversed Loading Behavior Nonlinear Analysis on Out Stiffener Ring Joint of Concrete Filled Steel Tubular
  • Dynamic Response of RC Column with Different Constraints under Blast Load
  • Mechanical Behavior of Concrete Filled Steel Tubular out Stiffener Ring Connections with Reduced Beam Section
  • Deformation Calculation of Prestressed Steel Reinforced Concrete Beam under Long-Term Loading
  • Simulation Study of Fracture Process of Concrete Mesoscopic Structure by Manifold Method
  • Analyses of Temperature Loads' and Support Settlements' Effect on Load Bearing Capacity of Arch-Reticulated Shell Hybrid Steel Structure of Beijing Jiangtai Winter Garden
  • Research on Seismic Behavior of Concrete Filled Square Tubular Joints with Reduced Beam Section under Cyclic Loading
  • Nonlinear Analysis of Mechanical Behavior of the Eccentric In-Plane Beam-Wall Joint
  • Cyclic Simple Shear Tests on Base Isolation Using Soilbags
  • Column Effective Length Factor and Girder Parametric Analysis for the Components of Xinqiao International Airport Terminal
  • Experimental and Theoretical Analysis on Carrying Capacity and Deflection of Bond-Retarded Prestressed Concrete Continuous Beams
  • Test and Finite Element Analysis on Dynamic Characteristic about Ultra-Long Bored Pile
  • Discussion on the Method of Pushover with Cyclic Loading
  • Advances in Application and Research of Suspendome Structures
  • Analysis on Deformation of Pre-Splitting Steel Reinforced Concrete Beams Strengthened by Prestressed CFRP
  • Research on Construction of Rammed Earth Buildings
  • Stress Analysis of Underground Arch Structure
  • Design Approach of Stiffeners and Model of the Initial Stiffness in Extended End-Plate Connection
  • Finite Element Analysis and Experimental Study on the Behavior of Widened Beam Flange Connections of Steel Frame under Cyclic Loading
  • The Launching Technique for Shield-Driven Tunnel with an Under-Pressure Soil-Chamber in Soft Layers
  • Force and Compression Analysis for Rigid Retaining Walls with EPS Buffer
  • Development of Natural Organic Matter as a Permeable Reactive Barrier Medium for Pipeline Leakage
  • AN Identification Method of Damping Matrix for Frame Structures
  • Effect of Aggregate on Cracking Behaviours of Concrete in Mesoscopic Modeling
  • Study on Effect of Silo Wall Elasticity on Lateral Pressure Ratio
  • Research on Defect and Adjustment of Complex Shear Wall Partitioned Design Method
  • Study of Equivalent Static Wind Loads on a High-Rise Building with 204 Meters High
  • Parametric Numerical Simulation of Mean Wind Loading on Stadium Cantilevered Roofs
  • The Local Flexibility of A Pipe with A Part-Through Circumferential Crack
  • Optimal Design for Prestressed Structures Based on Continuous and Discrete Variables
  • An Investigation on Flexural Behavior of Reinforced Concrete Beam with Textile
  • The Seismic Performance of Single Beam String Structure
  • Simulation of Electric Heating Prestressed Concrete Component
  • Analysis of Axial Load Transfer for Super-Long Single Pile in Layered Ground
  • Research on Load Transfer Model of Super-Long Single Pile
  • A Caculation Method Discussion of Vertical Bearing Capacity on End Post-Grouted Drilled Piles
  • FEM Research on Static Mechanical Performance of Twice Prestressed Composite Curved Beam
  • Dynamic Characteristics Analysis in Different Kinds of Mega-Frame Structures Subjected to Vertical Seismic Force
  • Research on the Mechanical Behavior of High Strength Concrete
  • Mechanical Properties of Reinforcement Construction Waste in Base Cource
  • Experiment on the Crack and Deflection of Basalt Fiber Reinforced Concrete Beams
  • Vibration Reduction Analysis of Reticulated Shell
  • Chemical Effects of Environmental Factors on Asphalt Aging
  • Experimental Study on Specimens of Steel Secondary Beam Embedded in Reinforced Concrete Girder of Frame Structure
  • Optimum Design of Unbonded Prestressed Tendons in Circular Pool Wall
  • Study on the Design Methods Based on Beam Hinge Mechanism of Frame Beams in Seismic Zones
  • Interfacial Shear Stress Calculation of Prestressed CFRP Sheet Reinforcing Steel Beam
  • Experimental Study of Deep Alluvium Boring Shaft Lining Used Super Strength Steel Fiber Concrete and Double Steel Plate
  • Finite Element Analysis for Cyclic Behavior of Exposed Type of Column Bases Subjected to Tensile Force
  • Slipping Effects of Simple Combination Beam under the Action of Negative Bending Moment
  • Mechanical Property Analysis of High-Rise Building on Construction
  • Study of Stress Amplitude along the Welding Seam in the Composite Cellular Beam with Eye-Shaped Openings
  • The Effect of Interaction on the Dynamic Characteristics of Mega Frame Structure
  • Compressive Behavior of Large-Scale Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns
  • Flexural Behavior of Prestressed UHPC Beams
  • Service Life Prediction Based on Carbonation Reliability Theory for Reinforced Concrete under Mechanical Load
  • The Experimental Research and Contrastive Analysis on the Attachments of Semi-Rigid Nodes in the Beam-Column T-Typed Member and End Plate of Steel Frame
  • Nonlinear Analysis of CFT Composite Frame with Floor Slab
  • Progressive Collapse Analysis of Multi-Storey Composite Frames
  • Correlation of Strength, Rubber Content, and Water-Cement Ratio in Roller Compacted Rubberized Concrete
  • Analysis of an Office Building Glass Roof
  • The Combined Application of Intermittent Strengthening Strip and After-Irrigation-Strip in Certain Long Concrete Structure
  • Effects of Residual Stress on Bearing Capacity of Cold-Formed Thin-Walled Steel Members with "#1083;" Section under Axial Compressive Force
  • Consideration of Improving Earthquake Resistant Capacity of Earth Buildings
  • Dynamic Response of Damped Outrigger System for Frame-Core Tube Structure under Earthquake Loads
  • Beam-to-Beam Impact Behavior of Reinforced Concrete Frames under Severe Ground Motions
  • Research on Behaviour of a Pre-Stressed Suspended Lattice Shells Subjected to Fire Load
  • Research on Fire Behavior of a Suspended Pre-Stressed Steel Reticulated Shell with Large Span
  • Experimental Study of Mechanical Behavior of Ceramsite Concrete Filled Steel Tubular Columns Subjected to Fire Load
  • Finite Element Modeling and Analysis of FRP Composite Trough
  • Preliminary Research on Mechanical Properties of FRP-Reinforced Bamboo Beams
  • Experimental Study on Axial Compressive Behaviors of Steel Recycled Concrete Composite Columns
  • Research on Dynamic Behaviour of Wind Tower under Ambient Excitation Based on DASP
  • Finite Element Analysis of Thermal Stress on FBG-GFRP
  • The Bearing Behaviors of Concrete Quadratic Transfer Beam under Seismic Action
  • Study on Shape Formation of Post-Tensioned and Shaped Hypar Space Truss
  • Research on the Mechanical Properties of the Castellated Lightweight Steel Portal Frame
  • Bearing Capacity of Concrete Filled Square Steel Tube Short Columns with Inner CFRP Circular Tube under Eccentric Compression
  • Discussion of Criteria of Shear Strength Reduction FEM
  • Experimental Study on Concrete Slab Combined with Permanent Cement Formwork with Joints
  • Study on Design Method of Mega-Structure Linked with the Ground
  • Study on Effects of Infill Walls on Seismic Performance of RC Slab-Column Structure
  • Experimental Analysis on Mode Localization of Damaged Reticulated Shell Structures
  • Numerical Analysis of Double Plate Foundation Applied in Goaf
  • Design and Bearing Capacity Study of Multi-Wing Branch Pile
  • Flexural Behavior of Concrete-Filled FRP-Steel Composite Circular Tubes
  • Nonlinear Finite Element Analysis on Integral Forced Performance for Steel Tubular High Scaffold with Couplers
  • Investigation on Buckling of Cylindrical Shells and Influences of Boundary Conditions
  • The Experimental Study on Prestress Losses of Steel Stranded Wire in Non-Coherent Prestressed Concrete Silos
  • Experimental Study on Improved Beam-to-Column Connections of Steel Moment Frame
  • Ultimate Load Analysis of Reinforced Concrete Beam with Finite Element
  • Layered-Shell Element Method of Calculating the Multi-Ribbed Composite Slab's Elastic Lateral Stiffness
  • Experimental Study on Effect of Cold-Forming Procedures to Cold-Formed Steel Members on Power Transmission Tower
  • Analysis of Spatial Co-Working Property of a Long-Span Cantilevered Awning
  • Numerical Analysis of Masonry under Compression via Micro-Model
  • Study on the Strength and Deformation of Stirrup Confined Concrete in Cruciform Columns
  • Research of the Key Reinforcement Technology Based on Miaoziping Bridge of Du Wen Expressway after the Wenchuan Earthquake
  • Seismic Response Evaluation of Buildings Considering Soil Flexibility
  • Analysis Methods Investigation of Steel Frames Accounting for Local Buckling
  • Research about Influence of Strength Variability on Seismic Performance of Weak Shear Type Concentrically-Braced Steel Frames
  • Dynamic Analysis of Frame-Support-Wall Structure with Openings on Floor
  • Second Order Analysis on a Typical Steel Industrial Plant
  • Experimental Research on the Strengthening of RC Columns by High Performance Ferrocement Laminates
  • Control Research of Engineering Safety Supervision Based on Rent-Seeking and Game Theory
  • Practical Design Procedure for Thin-Skinned Steel-Concrete Composite Sections
  • Seismic Behavior Study of External Wall Panels in Steel Frames
  • Form-Finding Analysis of Tensioned Fabric Structures Using Nonlinear Analysis Method
  • Experimental Study on Seismic Performance of Ridge Joint of Double C Steel under Cyclic Loading
  • Measuring Method of Rotation Used in Research on Steel Frame Semi-Rigid Beam-to-Column Connection
  • Seismic Behavior of RC Low-Rise Shear Wall with Vertical Mild Steel-Lead Energy Dissipation Strips
  • Test on Embedded Perforated Steel Plate Shear Wall with Concrete Filled Steel Tube Columns
  • Evaluation of Building Sustainable Performance Based on Set Pair Analysis
  • Finite Element Analysis of Reinforced Concrete Beams with Exterior FRP Shell
  • Study on Load-Bearing Characteristics of Double Layer Stirrup Confined Concrete Square Columns
  • Finite Element Analysis on the Local Buckling Behavior of High Strength Steel Members under Axial Compression
  • Formulas Deduction to Key Parameters of Multi-Reflection in GPR Survey
  • Micro Pore Structure Research of Steel Fiber Reinforced Shotconcrete
  • Strength and Stiffness of Corrugated Rib Connector
  • The Research on the Prestress-Effect in the Small Radius Curved Beam
  • Seismic Damage Analysis on Double-Column Pier of Passenger Dedicated Line
  • Response of Long-Span Concrete Filled Steel Tubular Arch Bridge Subjected to Spatially Varying Ground Motion
  • Analytical Solution for Skewed Bridges
  • Seismic Response Analysis of Cable-Stayed Bridge Considering Pile-Soil Dynamic Interaction
  • Design of Static Test Model for Three-Tower Cable-Stayed Self-Anchored Suspension Composed Bridge
  • Study on Fatigue Load and Fatigue Life Estimation for Concrete Bridges
  • Control Method on Main Girder Configuration of Self-Anchored Suspension Bridges Based on Long Segment Hoisting Method
  • Application of CAD and Finite Element Method in the Gravity Center Analysis of Body Rotating Cable-Stayed Bridge
  • Study on Application of Strengthening Method and its Optimization on Continuous Box Girder Bridge
  • Design Method of the Cable Saddle for CFRP Main Cable in Long-Span Suspension Bridge
  • Strengthening Experiment of a Hollow Slab Bridge by External Transverse Prestressing
  • Analysis of Cable-Stayed Bridge for APDL-Based Optimization
  • Sensitivity Study on Damage Indexes of Cable-Stayed Bridges
  • Large Eddy Simulation of Aerodynamic Forces on a Bridge Pylon
  • Prediction Models of Shrinkage and Creep for Concrete Columns
  • Study on Temperature Field and Construction Monitoring of Hydration Heat of Railway Cable-Stayed Bridge Pile Cap
  • Study and Model Test on the Anchorage Area for Chongqing Jiayue Bridge's PC Box Girder
  • Test on Grouting Reinforcing Technique of Bridge Abutment Bump in Express Way
  • Non-Stationary Random Vibration of the Bridge-Vehicle Coupled System
  • Numerical Simulation of Vibration of Highway Cable-Stayed Bridge with Steel Arch Tower due to Moving Vehicle Loads
  • Analysis of Static Load Tests for a Simple-Support Prestressed Bridge
  • The Allocation of Internal Force of Concrete Beam Strengthened with Steel Plate
  • Analysis of Flutter Stability of the Xihoumen Bridge in the Completed Stage
  • Dynamic Analysis of Non-Uniform Continuous Girder Bridge under Moving Vehicle
  • Study of Fatigue Tests on the Structural Details of Welding Joints of Integral Bridge Deck and Main Girder Gusset Plates
  • Lateral Vibration Research for Railway Deck Steel Plate Bridges
  • Study on Temperature Stresses in Concrete Box Girders Due to Heat of Concrete Hydration
  • Finite Element Analysis for Refrozen Process of Bored Pile in Permafrost Region
  • Local Stress Analysis of Orthotropic Steel Bridge Decks in High-Speed Railway
  • The Development of Beam-Arch Combination System Bridge Based on Mechanics and Aesthetic
  • Numerical Analysis on Surplus Bearing Capacity of Chipped Bridge Piers
  • The Local Stability Analysis of Steel Box Girde
  • Fatigue Test Research on Welded Rib-to-Deck Connections in Steel Orthotropic Bridge Deck
  • Design Innovation of Large-Span Pre-Stressed Concrete Box Girder Bridge with Corrugated Steel Web
  • Experimental Study on Transversal Stress of Precast Simply Supported Box Girder during the Pre-Tensioning and Initial Tensioning Stages
  • Homology, Hierarchy, and Space - A Case Study of Wu's House
  • Calculation of State Transfer of Curved Bridge
  • Influences of Beam-Arch Combination Bridge Structure Arrangement on Mechanical Characteristics
  • Experimental Research on Polymer-Modified Ceramic Tile Bonding Mortar
  • Experimental Study on Forced Vibration of Prestressed Concrete Simply Supported Beam under Speed-Increase State
  • Research on Optimization of Shock Absorption Design of the Self-Anchored Cable-Stayed Suspension Bridge
  • The Relevance Research on Tension Test Technology of Cable and Suspender
  • Study on Planning Strategy of Harbin Aviation and Automobile Industry City
  • Simulation and Analysis for Externally Prestressed Concrete Bridge Based on ANSYS
  • Probability Assessment Method for Bearing Capacity of Existing RC Bridge
  • Study on Bearing Capacity Assessment of Prefabricated RC Slab Bridges
  • The Study of a Classroom with Solar Chimney Hybrid Ventilation
  • Behavior of Cantilever RC Beam Support Strengthened with Near-Surface-Mounted FRP Bars
  • Failure Testing of a Full-Scale Reinforced Concrete T-Girder Bridge
  • DHGF Theory Based on the Concrete Bridge Safety Evaluation Methods
  • Review of Technical State Assessment for Substructure of Existing Bridge with Mid-Small Span
  • Equivalent Space Rigid Frame Model of Pile-Group Foundation
  • Development of Bridge Geometry Detection System Based on PDA
  • Vertical Seismic Response of Self-Anchored Cable-Stayed Suspension Bridge under Pile-Soil-Structure Interaction
  • Seismic Response of Bridge Pier in Deep Water Considering close Fluid-Structure Interaction Effects
  • Geometric Nonlinear Analysis of Curved Box Continuous Girders Considering Shear Lag Effect
  • Mechanics Characteristics Study for Cable-Stayed-Suspension Bridges
  • Optimization Design Method of Steel Truss Girder Bridge Reliability
  • Study on Structure Sensitivity Analysis Using ANSYS PDS
  • Experimental Research on Special-Shaped CFST Arch Bridge Model
  • Simulation of the Structural State of Prestressed Concrete Bridge after Fire
  • Application of Factor Analysis to Risk Evaluation of Bridge Construction
  • Study on the Effect of Prestressed Degree on Seismic Performance of Prestressed Concrete Pier
  • Effect of Fly Ash and Ground Granulated Blast-Furnace Slag on Sulfuric Acid Resistance of Concrete
  • Experimental Study on Full-Scale Segment Model of Huaian Cable-Stayed Bridge Pylon
  • Application of AHP Based on Entropy Weight for Risk Identification in Bridge Construction
  • Finite Element Analysis about Dynamic Characteristics of the High-Pier and Long-Span Continuous Rigid Frame Bridge
  • Analytical Model for the Hysteretic Behavior of SRC Columns
  • Theoretical Analysis of Temperature and Shrinkage Stresses of Box-Girder Section
  • Inspection and Evaluation on Prestressing Tendon Force for PC Bridge
  • Remote Monitoring and Assessment Systems Design for Long-Span Continuous Rigid Frame Bridges
  • The Study of Aseismatic Performance of Continuous Rigid-Frame Bridge
  • Study of the Baseline Finite Element Model of a Cable-Stayed Bridge Based on the Field Inspection Data
  • Research on Seismic Performance for Steel Box Arch Bridge Scheme of Xiazhang Sea-Crossing Bridge
  • The 3D Stress Analysis of Arch Foot for a Through Tied Arch Bridge
  • Application of Expansion Double Spherical Seismic Isolation Bearing in Seismic Design of Continuous Girder Bridges
  • Determination of Cast-In Situ Section Lengths of Reinforced Concrete Arch Bridge in Arch Centering Method
  • Mechanical Analysis of Deck Pavement of Curved Continuous Steel Box Girder
  • Energy Dissipation of Super-Long-Span Cable-Stayed Bridge Using Metal Alloy Brace
  • Study on Ultimate Load-Carrying Capacity of Long-Span Composite Girder Cable-Stayed Bridge with Three Pylons
  • Applications of Modified Equivalent Load Method in the Possibility of the Transportation of Large Equipment
  • Damage Detection of Self-Anchored Suspension Bridge Based on Neural Network Model and Genetic-Simulated Annealing Algorithm
  • Vertical Load-Carrying Natural Frequency of Railway Double-Track Steel Truss Continuous Bridge
  • Study on Disease Analysis and Reinforcement Technology of Truss Arch Bridge
  • Research of the Forecast and Early Warning System for Bridges
  • Applications of Artificial Neural Networks in Bridge Engineering
  • Research on Overall Stability of Concrete-Filled Steel Tubular Bowstring Arch Bridge
  • Research on Indoor Thermal Environment of Tibetan Rammed Dwellings
  • Research of Strength of Dongji Reinforced Concrete T-Beam Bridge
  • Optimization Analysis of Position and the Shape of the Pre-Setting Hole on Cast- In Situ Box Girder Roof
  • The Transfer Matrix Method for Seismic Analysis of Curved Box Bridges under Multi-Support Excitation in Frequency Domain
  • Study on Free Vibrations of Self-Anchored Suspension Bridges
  • Dynamic Characteristics Study of U-Beam Applied in Rail Transit
  • The Parameter Sensitivity Analysis of the Externally Prestressed Composite Beam
  • The Large-Scale Direct Shear Test on Gravel Soil with Different Water Content in Badong of Three Gorges Reservoir Region
  • Mining Research of Coal Replaced with Gangue in Folded Fault Area
  • Influence of Grey System Parameter Identification Method on Prediction of Bearing Capacity of Piles
  • A Study on Dynamic Properties of Cement-Stabilized Soils
  • Study on Mechanical Characteristics of Frost Heaving of Artificially Frozen Soil
  • Experimental Study on Mechanical Characteristics of CSG Materials
  • Study on Mechanical Behaviors of Underground Pipelines Due to Excavation of Foundation Pit
  • Complex Slope Stability Analysis of Slip Surface Stress Method Based on Nader Hypoplastic Model
  • Analysis of Shallow Landslides Stability of Coal Measure Soil through Contact Elastic-Plastic FEM
  • Phenomena of Multicale Fracture of Brittle Materials and its Application to Teaching in Strength Theory
  • Dynamic Shear Modulus and Damping Ratio of Waste Granular Rubber and Cement Soil Mixtures
  • A Research of Reinforcing Ingate in Shale-Laminated Sandstone
  • Passive Pile Calculation Model and its Reasonable Distance of Piles
  • Study on Secondary Consolidation Behavior of Soft-Clay Sediment from Lakes in Yinchuan
  • Bearing Capacity of Suction Caisson Foundations Using FEM Analysis
  • Research on Distribution Rule of Geostress in Deep Rock in Chinese Mainland
  • Stochastic Seepage Simulation for Bulk Terrestrial Domain Based on Difference Math Theorem
  • Experimental Study of Mechanism of Rock Breakage with High-Pressure Cavitating Water Jets
  • Field Investigation of Influences of Load on Pile Top on Negative Skin Friction Behaviors
  • Behavior of Micropiles in Soft Soil under Vertical Loading
  • The Bearing Capacity Character of Enlarged Base Shallow Foundation under Uplift Load
  • Influence of some Factors on the Behavior of Pile-anchor Retaining Structure for Permanent Supporting Foundation Pit
  • Elasto-Plastic Numerical Analysis on Elliptic Cavity Expansion under Uniform Pressure
  • A Study on the Impact of Structure Plane on Unloading Rock Mass Deformation
  • The Numerical Simulation of Bearing Capacity of Pile-Bucket Foundation under Combined Loading of Up-Pull and Horizontal Force
  • Study on Influence of Geotechnical Grille Characteristic on Mechanics Properties of Reinforced Sand-Gravel
  • Study on Character of Triaxial Extension Strength of Compacted Clay
  • Testing Analysis on Rock Fatigue Life Due to Affecting Factors under Uniaxial Compression
  • Discussion of Feasibility of Producing Soil Stabilizer with Industrial Waste
  • Research and Development of one Kind of Acousto-Elastic Sensitive Concrete Material
  • Unloading Characteristics of Hard Rock at Depth
  • A Constitutive Model for Rock Joints under Cyclic Loading
  • Research on the Gas Migration Regularity of Municipal Solid Waste Landfill in the Solid-Liquid-Gas-Heat Interaction
  • Analysis on Variable Bond Strength Failure Criterion of Layered Rock Mass Based on Numerical Simulation and Model-Test
  • Analysis on Common Quality Problem during Prefabrication of Reinforced Concrete Shaft Lining in Vertical Shaft of Mine
  • Experimental Study on Variation Law of Permeability Coefficient under Muddy Water Infiltration
  • Experimental Study on Time Series Characteristics of Rock Acoustic Emission in Complete Stress-Strain Process under Uniaxial Compression
  • A Study of the Vibration Impact of Underground Circular Structure on the Surrounding Buildings
  • The Effect of Nonlinear Dynamic Shear Modulus under Anisotropic Consolidation on Response Spectrum of Soil Layer
  • Stability Analysis of Rock Slope Based on Preferred Structural Plane
  • The Time History of Axial Force of Soil Nail in Deep Excavation Course
  • Study on Stressed Characteristic of Gridding Concrete Retaining Wall Used in Excavation of Soft-Soil Foundation Pit
  • Analysis of Earth-Rockfill Dam Slope Stability by Strength Reduction Method Based on Nonlinear Strength
  • Determination of Meso-Compositions in Granite Images Using Bayes Discriminant Analysis
  • A Simple Constitutive Model for Overconsolidated Clays
  • Approximate Analytical Method of Load-Settlement Relation for Composite Foundation under Embankment Load
  • Least Square Inversed Analysis of Soil Parameter for Foundation with Two-Order Gradient Theoretic Method
  • Model Test Research of Pile Body Modulus on the Long-Short-Pile Composite Foundation
  • A New Approach for Dynamic Stability Analysis of the Slope
  • Uniaxial Mechanical Properties of Sandstone under Cyclic of Drying and Wetting
  • Design Method of Long-Short-Pile Composite Foundation Base on Tangent Modulus In Situ Loading Test Curve
  • Field Performance of a Deep Multi-Strutted Excavation in Hangzhou Soft Clays
  • Dynamic Tests Research on Solidified Body Capability of Soil Stabilizer
  • Experimental Study on Shear Mechanical Characteristics of Soil-Structure Interface under Different Normal Stress
  • Research on Deformation Law of Deep Excavation Supporting Structures in Beijing Metro Station
  • Evaluation on Excavation Design with VE Method
  • Study on the Effect of Hydraulic Immersion on the Strength and Deformation Characteristics of Sandstone
  • The Research on Optimal Design of the Whole Process of the Piles#8242; Diagonal Brace System Base on Coordinating Space Role
  • The Study of Support Replacement Technology about the Bracing System of Pile and Oblique Bracing
  • Analysis of Frozen Drilling Surrounding Rock Temperature Field about Weakly Cemented Soft Rock
  • Prediction on Red Clay Foundation Settlement of Ballastless Track of High-Speed Railway
  • Experimental Research on the Pile-Base Post-Grouting Effects of Piles of Liao River Bridge
  • The Application Study of Self-Balanced Test Method for Bearing Capacity of Foundation Piles
  • Experimental Studies on Wind Erosion Mechanism of Aeolian Soils Subgrade Slope for Desert Highway
  • Non-Linear Finite Element Analysis of Squeezed Branch Pile
  • Numerical Simulation on the Reinforcing Effect of New CFG Pile-Board Structure Composite Foundation
  • Numerical Simulation of the Rational Loading Waveform in Large Diameter SHPB Dynamic Test for Rock-Like Materials
  • Rainfall-Induce Seepage Field of a High Slope and its Effect Factors
  • Optimization Strategy of the Long-Short-Pile Composite Foundation Based on the Settlement Control
  • Corrected Cone Penetration Test Method for Predicting the Load Capacity of Single Pile
  • Experimental Study on Fracture Behavior of Jointed Rock with Filled Crack in Uniaxial Compression
  • Experimental Study on Dynamic Poisson's Ratio of Rock-Fill Materials under Cyclic Loadings
  • Field Test of DX Pile Group
  • Influences of Deviatoric Stress on the Soil-Water Characteristic Curve
  • Evolution of Meso-Structure of Intact Loess during Loading
  • Simulation Test on the Cement's Stiffness-Contribution of Reinforced Cement Mixing Wall
  • Analysis Quantitatively of the Quality of Solidified Waste Matrices with the Ratio of Binder to Waste
  • Analysis of Loss Influence on Key Members of Frame Structures Subjected to Blast Loading
  • Stability Assessment of Silin Powerhouse Cavern Based on Displacement Back Analysis Method
  • Research on the Method of Determining M Value of the Rock-Socketed Continuous Wall
  • Experimental Study on Structural Properties Influencing on Shear Strength of Soft Clay
  • The Analysis of Measured Data of Plant and Tree Growth with Richards and Logistic Model
  • Optimization Design Study on Variable Stiffness of the Pile Raft Foundation in High-Rise Building
  • Application of Flac2D to the Temperature Calculation and Approximate Damage Analysis for the Canister Retrieval Test in Sweden
  • Numerical Simulation Methods and Parameters of Geo-Grid Rein-Forced Retain Fly Ash Wall
  • Influence of Blasting Vibration on Roadway Loose Range
  • Study on the Influence of Seismic Wave Inputting Interface on the Earthquake Response of Deep Soft Sites
  • Comparative Analysis of Universal High-Rise Building Design Software between Dynamic Characteristics and Measured Dynamic Characteristics
  • SVM Model Based on the Influencing Factors Evaluation and Prediction of Ultimate Bearing Capacity of Statically-Pressured Pipe Pile
  • The Analysis on Monitoring Data and Finite Element Simulation of the Deep Foundation Pit in Tianjin
  • Study on Excavation-Induced Permeability Changes in Clay Stone
  • Study on the Stability of Reservoir Landslide under Multiple-Factors Action
  • "Hollow Village" Governance Research of our Country
  • The Resilience Deformation Rules Test Research of the Soft Soil in the Unloading Condition
  • An Innovation Simulation Method for Flow State Evolution Laws of Water Inflow and Inrush in Course of Tunnel Excavation (Part I: Theories)
  • Study on the Relationship between Parameters of Deterioration Creep Model of Rock under Different Modeling Assumptions
  • Research on Punched Pile Construction-Induced Dynamic Response of Bridge Pile Foundation
  • Interior Experimental Study on Engineering Properties of the Modified Tonhaltig Phyllite
  • Study on the Correlation between the Stability of Slope and the Intensity of Rock Layer by Simulation Experiment
  • Laws of Formation and Evolution of Pressure Arch in Coal Mining Adjoining Rock
  • Effects of Complex Initial Stress State Parameters on Dynamic Shear Modulus of Loess
  • Study on Tensile-Shear Failure of Fractured Rock Mass under Strong Seismic Load
  • Design and Application of Automatic Monitoring System in Side Slope
  • Study on Optimum Cross-Section of Gravity Retaining Wall Based on ANSYS
  • Study on the Stability of Jointed Rock Slopes Based on Network Simulation of Discontinuities
  • Modified SFG Model for Unsaturated Soils
  • Numerical Analysis for Displacement Law of Deep Alluvium Frozen Wall in Thousand Metres Vertical Well
  • Finite-Difference Method Appliance to the Computation of Ground Additional Stress and Settlement of Storage Tank
  • The Effect of Heterogeneity and Element Sizes on Rock Mechanics Properties
  • Fuzzy Comprehensive Analysis and Assessment about Slope Stability Based on the Mutation Theory
  • Study on Mechanical Property and Strength Formation Mechanism of Red-Mud and Fly-Ash Aerated Concrete
  • The Principal Stresses of Soil Mass in the Direction of Plane Strain
  • Study on Stability for Intersection of Deep Soft Rock Roadway
  • Shear Band Analysis of Sand Based on Digital Image Processing Technique
  • Study on Dynamic Response of Hollow Pile Using the Method of Composite Stiffness Principle and Biparameter
  • Research and Use of the Steel Sheet Pile Supporting Structure in the Yellow River Delta
  • The Stability Analysis of Underwater Slopes Based on Strength Reduction Method
  • Triaxial Creep Experiment of Red Sandstone
  • Generalized Gradient-Dependent Plasticy Theory
  • Application Technique of Vertical Prestressed Anchor Retaining Earth Wall in Landslide Field
  • Behavior of Soil Nailing Protection with High and Steep Bedding Stone Cutting
  • Effect of Particle Size to Sand's Shear Strength and Deformation under High Pressure
  • At-Rest Earth Pressure Coefficient from Hypoelastic Model
  • Two-Dimensional Numerical Simulation Analysis of the Diaphragm Wall Earth Pressure and Deformation Used the Cover Reverse Construction Excavation Method
  • Stress Calculation for a Double Layer Shaft in Special Strata
  • Research on Shear Creep Property of Soft Rock in Dam Foundation
  • An Improved Elasto-Plastic Model for Unsaturated Soils
  • Further Study on the Application of Self-Boring Pressuremeter Test in Clays
  • Treatment of Weak Foundation Based on the Cast-in-Place Expanded Pile of Construction Waste
  • A Simplified Calculation Method for Spatial Effect in Large-Long-Deep Foundation Pit and its Analysis
  • Evaluation of Aseismic Stability of Gangue Slope Based on Nonlinear Mohr-Coulomb Failure Criterion
  • Theory Analysis of Temporal Correlation of Filling Body's Stability
  • Limit Analysis on Stability of Cracked Slope Induced by Earthquake
  • Active Earth Pressure on Retaining Walls with Layered Cohesive Backfills and Considering Cracking
  • 3D FEM Parallel Computation Geostress Neural Network Analysis Based on Deep Comp 1800 Cluster System
  • Unloading Triaxial Experimental Study on Stress Path of Excavated Soil Slope
  • Foundation Design for the Shanghai Center Tower
  • Study on Time-Space Motivation and Operation Mechanic of Landslide - A Case of Zhenzilin Landslide in Sichuan-Tibet Highway
  • Research on Creep Property of Cement Grouted Joint
  • Settlement Analysis of Municipal Solid Waste Landfill
  • Reliability-Based Stability Analysis of Foundation Pit Supported by Micro-Pile Composite Soil Nailing
  • Properties of Foam and Soil Improvements for Earth-Pressure Balance Shield Construction in Red Soils
  • Simplified Modeling of Ground Motion on Liquefied Sites under Seismic Loading
  • Stability Analysis of Backfilled Gravel Subgrade Slope with FEM Strength Reduction
  • Design Method and Application of the Capped Rigid Piles and Geo-Synthetics Composite Foundation
  • Research on Settlement Calculation of Soft Foundation Treated with Vacuum Preloading Based on Stress Path Method
  • A Simplified Method for Evaluating Earthquake-Induced Differential Settlements of Buildings on Natural Subsoil
  • Pore Water Pressure Variation Characteristics Analysis of Soft Soil Foundation Disposed by Dynamic Drainage Consolidation Method
  • Experimental Research on Deformation Characteristics and Energy Change of Rock under Different Unloading Rates of Confining Pressures
  • The Analysis on the Effect of the Loading Capacity of the Pile with Buried Tubes
  • Research on Chaotic Characteristic for Settlement of Road-Tunnel Composite Structure
  • Pedigree Cluster Analysis of Micro-Structural Parameters of Loess
  • Study on the Deformation of Retaining Structure of Pit-in-Pit Excavation
  • Analysis on Excavation Procedure in Large Soft Soil Foundation Pit of Shanghai Expo Axis
  • Mechanical Characteristics of Soil Anchor under Combined Water and Ground Loads
  • Research on Topological Structure of Rock Electrochemical Impedance Spectroscopy
  • Modeling of Asymmetry Sedimentation of Foundation Induced Cracking of Masonry Wall with Openings
  • Nonlinear Analysis of Pile Group Effect of Large Diameter Drill Hole Cast-in-Place Pile
  • Influence of Liquid Water on the Heat Exchange of Control Layer of Cooling Roadbed
  • The Application of the Capped PTC Pile in Expressway Widening on Soft Foundation
  • Slurry Shield Tunnelling in Clayey Soils: Typical Problems and Countermeasures
  • The Finite Element Model of Discontinuous Rock Masses
  • A Simplified Method to Assess the Risk of Geotechnical Engineering under Hydro-Chemical Corrosion
  • Gravel Pile of Dry Mixed Cement Trial Research in Reinforcing Subgrade
  • Study on the Displacement Characteristic of Uplift Anchor under Cyclic Loading
  • The Application Process of Wavelet Neural Network in Intelligent Evaluation of the Quality of Engineering Anchor Poles
  • Numerical Simulation of Triaxial Test in Clayey Soil Using Different Constitutive Relations
  • Observed Soil-Water Interaction in the Centrifuge Dynamic Test
  • A Simplified Computational Method of Lateral Dynamic Impedance of Single Pile
  • Study of "Wave Type" Uneven Settlement and Reinforcing Method of Soft Clay Foundation
  • The Analysis of Loess High Embankment Stable Question by the Strength Reduction FEM
  • The Numerical Solution of the Clay Passive Earth Pressure Based on Circular Combined Surface Method
  • System Implementation on Fuzzy Comprehensive Evaluation of Slope Stability Based on GIS
  • Research on Rock Burst Loading Test and PFC3D Numerical Simulation
  • Model Test Research on Moisture Control of Saturated Over-Wet Soil
  • Theoretical Analysis and Experimental Research on Upward Capacity of Screw Anchor
  • Study on Stability of Unstable Rock Masses on Right Bank Slope of JinPing I Stage Hydropower Station, Southwestern China
  • Study on the Mechanical Properties of Discontinuity under Shearing
  • Swell-Shrinkage Behavior of Remolded Expansive Soils
  • Random Variation of Soil Parameters on the Reliability of Slope Stability
  • Experimental Study of Damage Variable Law of Bridge and Tunnel with Underlying Goaf during Expressway
  • The Analyses on Mechanism and Mode of Instability of Loess Slopes under Surface Loading
  • Model Test of Roughness' Influence on Bearing Mechanism in Rock-Socketed Pile
  • Case Study of Long-Term Ground Settlements Induced by Slurry Shield Tunnelling
  • Formation Mechanism Study on Houchuangzi Slope Debris Flow
  • Evaluation Indexes of Sand Liquefaction Analysed by Rough Set
  • The Soil Plug Failure Analysis during the Suction Penetration of Bucket Foundation
  • 3D Visualization Technology for the Influence on the Surrounding Environment Caused by Excavation
  • Study on Rock Mass Fragment Size Prediction Technology Based on Three-Dimensional Interception Model
  • Local Analytical Solution of One Dimension Consolidation Equation
  • Research on Un-Linear Deformation Characteristics of Unsaturated Clay with General Triaxial Test
  • Research on Factors Influencing Characteristics Experimentation and Mechanism of Rheological Parameters of Soft-Soil
  • Numerical Simulation Research for Stress and Distortion of Pile-Anchor Support Structure of the Deep Foundation
  • Analysis and Solutions of Deformation Behavior of Fault Zone Side Slope Hazard
  • Study on On-Site Test of Vertical Bearing Behavior of Rigid Pile Composite Foundation for High-Rise Buildings
  • The Impact Analysis of Ground Stability Caused by Exploiting Underground Coal
  • Studies on Soil Resistance to Pipelines Buried in Sand
  • Micro-Numerical Simulation of Anchorage Performance for Geotechnical Anchored Structure by Particle Flow Code
  • Numerical Simulation Analysis of a New Pressured Multi-Branch Bored Pile
  • CT Images Analysis of Damage Process in Loess under Triaxial Conditions
  • Studies on Geology of the Backfilling Fly Ash and the Foundation Treatments
  • Formation and Stablity of the Sky Pond Landslide Dam, China
  • Deformation Characteristics of High Slope of Cihaxia Hydropower Station
  • Physical Modelling of Joint Effects on Deformation and Failure of Tunnels
  • The Characteristics and Mechanism of Large Scale Landslides between Huangjinping and Detuo in Daduhe River
  • Effect of Rock Nonhomogeneous Characteristics on Threshold Permeability
  • 3D Back Analysis of Initial Stress Field Based on Neural Network RBF Model
  • The Analysis of Feasibility and Prospect of the Depth Exploring for Ore-Deposit in ShangPing Tungsten Ore Area of Tie Shan Long
  • In Situ Test Research for the Affect of Surface Water Seepage on the Ground Fissures Action
  • Study on the Formation and Repeated Opening Mechanism of Ground Fissures under the Role of Surface Water
  • Experimental Study on Bearing Behavior of Large-Diameter Overlength Squeezed Branch Pile
  • Experimental Study on Bearing Behavior of Large-Diameter Overlength Cast-in-Place Bored Pile Post-Grouting
  • Laboratory Evaluation of the Stress-Strain relationship of Permeable Concrete
  • Sensitivity Analysis of Rockfall Kinematic Parameters in Expressway
  • Research on Intelligence Analysis System for Karst Water Inrush Geological Risk Assessment during Tunnel Construction
  • The Active Mechanism of Xi' an Ground Fissures and Discussion on a New Material for the Ground Fissure Disaster Prevention
  • Model Testing Research on Reducing Water Content of Saturated Over-Wet Soil
  • Field Test Study on Dynamic Stress Characteristics of Sand Soil
  • Study on the Landslide Stability Influenced by the Reservoir Water Lifting and Atmospheric Rainfall
  • A Study on Forming Mechanism of Gas Tunnel in Non-Coal Strata
  • Optimization Study on the Effect of Bolt Anchorage on Slope Stability by FEM
  • Field Test on the New Method of Vacuum Dewatering with Lower-energy Dynamic Consolidation for Silty Soil Ground
  • Moraine Lake Outburst Simulation of Glacier Sliding and Risk Assessment
  • Potential Slip Surfaces of Slope with Strength Parameters
  • Study on the Mechanism of Water-Rock Interaction of the Black Rock Strata
  • A Study on the Groundwater Tracer Test in the Dragonmount Tailing Pond, Guangxi Province
  • Study on Critical Drilling Parameters for Auger Drilling
  • Study of the Mechanics Behavior of Small Net Distance Half-Open and Half-Hidden Structure Tunnel
  • Control of Water and Sand Gush in Tunnelling with Earth Pressure Balanced Compound Type Shield
  • A Numerical Study on Operation Modes of Mechanical Ventilation in Underground Tunnels and Comparisons with Full-Scale Experiments and Existing Fire Codes in Taiwan
  • Parameter Inversion of Return Mapping Algorithm in Tunnel Engineering
  • Load Calculation Method of Tunnels with Shallow Buried Depth and Unsymmetrical Pressure in Regions of Weak Fissured Surrounding Rock
  • Impact of Double-O-Tube Shield Tunnel Construction on Independent Foundation Frame Building
  • Mechanical Analysis of Tunnel Crossing Ground Fissure
  • Compression Test of Lining of Tunnel Fireproof Concretes
  • Loess Highway Tunnel Supports Stress Analysis and Construction Method Mechanism
  • Development and Application of Complementary Support Technology under the Condition of Weak and Broken Surrounding Rocks
  • The Study on Mechanical Properties of Karst Tunnel
  • Risk Control in the Deep Excavations with the Application of the Observational Method
  • FEM Research on the Impact of Changsha Subway Construction to Wan Dai Hotel
  • The Comparative Study on the Impact of Tunnel Excavation with Footage Different CRD to Testability of Surrounding Rock
  • Three-Dimensional Numerical Analysis on Heading Construction of Metro Station by Drift-PBA Method
  • The Simulation Analysis on Vibration of a Museum Building Nearby Induced by Urban Subway Transit
  • Analysis on Mechanical Properties of Tunnel Lining on Fire
  • Experimental Study of Environmental Noise from Metro Train
  • Study on Underground Utilities Settlement during the Construction of Shield Tunnel
  • The Method of Optimizing Blasting Parameters for Driving Tunnel Based on the Outcome Analyses
  • Moving Model Test of Express Container Car Passing through a Tunnel
  • The Research of the Spectral Features of Vibration Signals from Underground Railway Based on Wavelet Transform
  • The Study on the Construction Mechanical Behavior of the Shield Tunnel Crossing the Ultra-Deep Ventilation Shaft
  • Study on the Construction Mechanic Behaviors of Different Cross-Section Shape Connected Aisle in the Shield Tunnel with High Hydraulic Pressure
  • The Model Test Study on Frost Heaving and Melting Sedimentation of Subway Tunnel Construction with Manual Level Freezing Method
  • Study on Construction Technology for Urban Tunnel Closely Passing beneath Existing Building
  • Numerical Analysis of Construction Ventilation of Long Railway Tunnel in Plateau Area
  • Coupling Analysis of Seepage and Stress in Jointed Rock Mass of Equivalent Continuum
  • Analysis of Seismic Response of Water-Conveyance Tunnel with Shaft
  • Digital Underground Space and Engineering
  • An Integrated Manufacturing System with Reconfigurable Multi-Point Forming Technology for Fabrication of Complex Cladding and Facades
  • Seismic Analysis of Intake Tunnel for Nuclear Power Plant
  • Study on Risk Acceptance Criteria of Tunnel Engineering under Construction
  • Excavation Method Analysis of Neighborhood Tunnel on Expressway
  • The Slabbing Mechanics Analysis of the Tunnel Lining
  • Experimental Study and Numerical Simulation of Rock Mass Seepage Characteristics of Tunnel Engineering
  • Research on the Blasting Shock Absorption Technology of Shallow-Buried Tunnel Under-Traversing the Dense Houses
  • 3D Simulation of Tunnel Collapse Consolidation and In Situ Monitoring Analysis
  • Research on Pre-Reinforcing Composite Foundation with a Shield Tunnel Under-Passing
  • Model Test on Structural Behaviour of Underwater Shield Tunnel with Large Cross-Section Considering Assembling Modes
  • Design and Field Test of Bolt-Mesh-Cable Support of Extraction Drift in Soft Thick Seam with a Large Angle
  • Control Parameters of EPB Shield Tunneling in Weathered Granite Ground and Below Existing Tunnels
  • Study on Tunnel with Subsurface Excavation Method in Urban to Damage Assessment of Underground Pipelines and Protection Decision-Making
  • The Interaction Mechanism of Surrounding Rock and Supporting Structure in High Geostress Extrusion Fault
  • Optimization Analysis of Shallow Tunnel Excavation
  • Numerical Simulation Analysis on Impact of Surface Deformation to the Frame-Shear Wall Structure Caused by Tunnel Excavation
  • Fundamental Research on Drilling Processes Using Drag Bits
  • Influence Analysis of the Construction of Ground Building to the Underground Shield Tunnel Built Lately
  • Study on the Multi-Layered Excavation Scheme of the Large Underground Powerhouse
  • Influence of Tunnel Blasting on the Close-Spaced Tunnel
  • Research on Repeatability of Karst Water Burst Flood and Stability of Long-Hole Grouting in Long and Large Tunnel
  • Mechanical Analysis on Secondary Lining Damaged by Local Load under Earthquake
  • A Method for Determining Second Lining Supporting Opportunity in Soft Rock Tunnel
  • Numerical Analysis and Optimization of Wedge Box of Diagonal Brace
  • An Approach to Determine the Stiffness Reduction Factor of Tunnel Lining
  • Research on the Solutions to the Concrete Durability of Newly-Built Tunnel Structure
  • Three Dimensional Numerical Simulation Study on Lining Pressure of High-Speed Railway Tunnel
  • Study the Design and Analysis of Al-Shuhadah Bridge and Analysis by Using Plaxis Program of Finite Elements
  • Relation of Textural Stress and Rock Failure of Diversion Tunnel
  • A Prediction Study of Water-Gush Yield in Long Tunnels
  • Model Test and Numerical Simulation for Support Time of Tunnel in Loess
  • Analysis of Destructiveness on Mud Outburst in Yuanliangshan Tunnel, China
  • Study on SMA Pseudo-Rubber Metal Damper
  • Nonlinear Performance Simulation of RC Structures with Small-Scaled Model in Earthquake Simulation Test
  • Experimental Study on Seismic Performance of New Type of RC Core Walls
  • Analyses in Seismic Responses of Different Types of Eccentrically Braced Steel Frames
  • Effect of Mineral Oil on Sewage Disposal by Biofilm Process Dosing with Enzyme
  • Effect of Temperature on Enhanced Treatment of Sewage from Discharging Points of Rivers by Biofilm Process Dosing with Enzyme
  • Effect of the Ratio of CODCr to Total Nitrogen on Enhanced Treatment of Sewage from Discharging Points of Rivers by Enzyme-Biofilm Process
  • Seismic Behavior and Bearing Capacity Calculation of the Three-Layer-Closed-Restraining Stirrups Coupling Beam with Small Span-to-Depth
  • Effect of Phenol on Treatment of Sewage from Channel Discharge with Biological Accelerator-Biofilm Process
  • Dynamic Reliability-Based Seismic Optimal Design of Base-Isolated Structures
  • Dynamic Reliability-Based Seismic Optimal Design of Structures with Tuned Mass Damper
  • An Improved Contact Model for Pounding Simulation of Base-isolated Highway Bridge
  • Microstructure of High Strength Concrete Mercury Intrusion Porosimetry and Thermogravimetry Analysis
  • The Study of the Correlation between Ground Motion Input and Artificial Boundary Condition
  • An Equivalent Far-Field Dynamic-Artificial-Boundary Condition and its Accuracy Studies
  • Numerical Analysis for Oil Pipeline Subjected to Earthquake Liquefaction-Induced Lateral Spreading
  • Displacement-Based Design for RC Bridge Columns Based on Chinese Code
  • Near-Fault Directivity Spectrum for Nuclear Structure Design on Rock Site
  • 3D Numerical Analysis of Seismic Performances of Dyke on Liquefiable Soils
  • Connecting Parameter Study on Adjacent Structures Linked by Dampers
  • Dynamic Reliability of Super Large Cooling Tower Structure under a Stationary Seismic Load
  • Seismic Response Analysis of High-Speed Railway Bridge Fabricated Round-Ended Piers
  • Analysis of Permanent Deformation Scale of the Overlying Soil Caused by Earthquake Fault
  • Ground Motion Synthesis Based on Power Spectrum Envelope
  • Analysis of Linear Viscous Damper Parameters and Shock Absorption for Long-Span Cable-Stayed Bridge
  • Experimental Investigation of Unbonded Post-Tensioned Short-Limb Shear Wall
  • The Tension Fracture Simulation on the Asphalt Pavement with the Insufficient Compaction Roadbed
  • Experimental Study on the Dynamic Destruction of Rock Slope with the White DSCM Method
  • Predict Research for Loss of Life Due to Dam Breach for Guangxi Luocheng Kama Reservoir
  • Influence of Earthquake Directions on Wind Turbine Tower under Seismic Action
  • Research on the Seismic Response Characteristic of a Curved Ramp Bridge
  • Free-Field Surface Ground Motion Properties of Stratified Soils
  • Double Twisted Hexagonal Wire Mesh Retaining Wall Seismic Numerical Analysis
  • Three Directions Seismic Responses of Multi-Element Composite Foundation
  • Ground Surface Tilts Estimated Based on Acceleration from Wenchuan Earthquake
  • Study on Long-Period Inelastic Spectra of Strong Ground Motion Containing Velocity Pulse
  • Earthquake Responses for Non-Proportion Damping System Based on Clough-Penzien Three-Step Non-Stationary Seismic Random Model
  • Analysis of Dynamic Setting about Changbaishan Tianchi Volcano Future Eruption
  • The Stochastic Seismic Response Analysis on Nonlinear Pile-Soil-Structure Interaction System with Uncertain Parameters
  • Dynamic Responses of a Sedimentary Valley to Incident Waves
  • Seismic Response of a Hill in Wenxian, Gansu, Observed from Aftershocks of 2008 Wenchuan Earthquake
  • Effects of Characteristics of Earthquake Motion on Elastic-Plastic Seismic Response of Single-Degree-of-Freedom
  • Real-Time Hybrid Simulation of a Steel MRF with Large Scale Passive Magneto-Rheological Fluid Dampers under Selected Ground Motions
  • An New Approach for Estimating Critical Injection Pressure and Fault Stability during Fluid Injection into Rock Reservoir
  • Lateral-Torsional Coupled Seismic Response of Asymmetric Multi-Tower Base Isolated Structures with Large Floors
  • Study on Shear-Velocity Measurement by Seismic while Drilling
  • Fractal Characteristic Analysis of Seismic Responses of SDOF Systems Subjected to Near-Fault Ground Motions
  • Seismic Vulnerability Analysis of Mid-Story Isolation and Reduction Structures Based Stochastic Vibration
  • The Design of Performance-Based Seismic Analysis of Main Power Plant of the Conventional Island
  • Seismic Mechanism Analysis of Chinese Ancient Buildings
  • Analysis on Seismic Behavior of Irregular High-Rise RC Structure Using Eccentrically Braces
  • Effects of Tower-Line Coupling on Seismic Vibration Control of Large Crossing Transmission Tower-Line System with TMD
  • Peak Acceleration Uncertainty Analysis of Seismic Hazard Assessment
  • Convex Model for a New Lateral Load Pattern of Pushover Analysis
  • A Bound Fragility Analysis Methodology Based on Convex Model
  • Parameters Optimization of Sliding Base-Isolation Structure under the Action of Coupling Earthquake
  • The Application of Seismic Conceptual Design in the Shear Wall Structure System
  • Effects of Strain Rate on Reinforced Concrete Beam
  • Surface Displacement of a Semi-Cylindrical Hill above a Subsurface Elastic Cylindrical Inclusion under SH-Wave
  • Study on Seismic Performance of Steel-Concrete Mixed Structure Compared with Concrete Structure
  • Studies on Seismic Demand Spectra Based on Strength Reduction Factor
  • Seismic Response Analysis for Pier in Considering of Uplift Effect
  • Inelastic Spectrum Method Applied to Evaluate Seismic Safety of Bridge Structures
  • Testing and Simulation Analysis on the Settlement of Geosynthetic-Reinforced Pile-Supported Embankments on Soft Ground for the High Speed Railway
  • Parameter Sensitivity Analysis of Airport Rigid Pavement Thickness Using FAARFIELD Program
  • Analysis on the Influence of Dowel Bar at Joints on Load Stress of Pavement Slab in the Pumping Area
  • Finite Element Simulation Analysis of Ball Penetration Test on Asphalt Pavement
  • Micro-Density of Timber Materials via an Image Processing Method
  • Research of Steel Deck Pavement Suitable Paving Materials
  • Fractal Analysis to Study the Structural Distribution of Wenchuan Earthquake in China
  • Research and Experiment on the Road Performance of Scoria (Volcanic Ash)
  • Study on the Strategy of Slope Ecology Protection of Shaoguan-Ganzhou Expressway and Indoor and Spot Testing
  • The Analyses and Calculation for Thermal Stresses of SBR Modified Asphalt Pavement
  • Performance Evaluation of BRA Modified Asphalt Mastic Based on Analysis of Microstructure and Rheological Mechanics Property
  • Research on Modifier and Modified Process for Rubber-Particle Used in Rubberized Concrete for Road
  • Study on Preventing from Deformation Diseases of Dolanit Fiber Asphalt Concrete at Road Intersection
  • Analysis of the Relationship between Porous Pavement Thickness and Water Film Quantification
  • Analysis on the Reliability of Asphalt Pavement
  • The Effect of Traffic Induced Vibrations at Early Concrete Ages on Concrete Tensile Strength
  • A Study for the Time Effect of Asphalt Pavements on Suburban Roads
  • Variation of Moisture Content and Safety Factor of Silt Subgrade under Rainfall Infiltration
  • Experimental Research on Dry Shrinkage Performance of Ferrous Mill Tailings Stabilized with Inorganic Binding Materials
  • Mechanical Response of Longitudinal Slope Segments Based on Burgers Model
  • Laboratory Evaluation of Warm Stone Matrix Asphalt Mixture
  • Crack Resistance Function Analysis of Flexible Short Fiber in Asphalt
  • Microscopic Mechanics of Debris Accumulation Body with Expansive Fine Grain and PFC Numerical Simulation
  • Applying Basic Oxygen Furnace Slag in Porous Asphalt Pavement
  • Low Temperature Cracking Evaluation of Asphalt Rubber Mixtures Using Semi-Circular Bending Test
  • Experimental Research on the Performances of Warm Mix Recycled Asphalt Mixture in Road Application
  • Study on Settlement of Railway Embankment on Deep Completely Decomposed Granite Ground by Centrifugal Model Tests
  • Experimental Analysis of Dynamic Modulus and Phase Angle of High Modulus Asphalt Mixture
  • Master Curves of Dynamic Modulus and Phase Angle for High Modulus Asphalt Mixtures
  • Water Stability of Interlayer between Asphalt Overlay and Cement Pavement
  • Load Spectra Development for a Heavy Traffic Expressway
  • Study on Influencing Factors of Flow-Ability of Cement Asphalt Mortar
  • Application Study on High Modulus Asphalt Concrete in Bridge Pavement
  • Mechanism Analysis of GSPS System Strengthening Soft Base
  • Free Vibration of Orthotropic Plate on Foundation with Four Edges Free by Finite Integral Transform Method
  • Study the Relationship of Accumulation Residual Strain and the Loading Number of Completely Decomposed Granite and Cement Improved Soil
  • Selection of Strength Standard of CTB in High-Class Highways
  • Analysis on Qinyu Landslide and Treatment Measures in G212 Highway
  • Research on the Soil Slope Stability Based on Soil Strength Deterioration in Seasonal Frozen Areas
  • Measures on Improving the Mechanical Properties and Construction Standards of Highway
  • Properties of the Saline Soil in Southern Xinjiang and Study on its Improvement Mechanism
  • Bi-Objective Superior Combination Method of the Post-Construction Settlement Forecasting of Subgrade
  • Experimental Study on Water Seepage Rate with Crack Width of Continuously Reinforced Concrete Pavement
  • The Study on Foaming Characteristics of Foamed Asphalt in Cold Recycling Technology
  • Study on the Anti-Spalling Performance of Concrete Pavement in Cold Area
  • Application of Fuzzy AHP to the Comparison and Selection of Cement Concrete Pavement Overlaying Schemes
  • Comparison of Vertical Model and Spatial Model for Vehicle-Track-Bridge Coupling Vibration System
  • Finite Element Analysis of the 40ft Container
  • Field Test of Blasting Vibration and Regression Analysis
  • Accident Analysis of Demolition Quality on a Soil-Rock Blasting
  • Research on Performance of Basalt Fiber-Enhanced SMA
  • Research on Influence Regularities and Evaluating Parameters of Adhesion Performance between Aging Asphalt and Aggregate
  • Study on Mechanical Behavior of Asphalt Concrete Pavements with Non-Uniformity Gradient Materials
  • Research on Planning Method of Frontier Regional Road Network
  • Load Model and F Coefficient on Asphalt Pavement Deflection
  • A New Approach of Detecting and Evaluation Railway by Using the Train-Mounted Ground Penetrating Radar in China
  • Discussions of Tire Ground Pressure Distribution Model
  • Analysis on Stability of Subgrade Slope Influenced by Strength Attenuation
  • Experiment Study on Dynamic Response of Rough AC Surface under Vehicle
  • Ticket Income Distribution of Urban Rail Transit in Network Operating Condition
  • Research on Mountain Highway Traffic Volume Transferred by Ports
  • The Relationship between Ramp Length and Traffic Flow Speed (TFS) for Interchange
  • Coupling Pipes Car-Following Model with GM Model
  • Predicting the Ultimate Bearing Capacity of Single Piles Based on CPTU
  • Passing Stage Division of Bicycle Groups at Signalized Intersection
  • Analysis of Characteristics of Vehicle-Bicycle/Pedestrian Conflicts Using Video Drive Recorder
  • Dynamic Model Research of Departure Time and Route Choice Based on Prospect Theory
  • Statistics Analysis and Optimization Design for Intersection Traffic Volume on Urban Road
  • Multistate Traffic Flow Headway Fitting
  • Research on Traffic Volume of Urban River-Crossing Channel
  • Research on Collision Avoidance Method of Car Anti-Head-and-Rear Based on Safe Distance Model
  • A Simulation Study of Accident Reconstruction in Car to Electric Bicycle Side Impact Crashes
  • Test and Analysis of Noise Reduction Effect for Different Heights and Distances of Sound Barrier
  • Analysis on the Causes of Crack Formation and New Methods of Temperature Control during Construction of Super-High Arch Dam
  • Analysis on Backwater Calculation of Ice Jam during Ice-Flood Period
  • Microcrack Evolution and Stress-Strain Relationship of Saturated Concrete
  • SSOR-PCG Method for Real Time Temperature Simulation on Caohe River Aqueduct in South to North Water Transfer Project during Construction Period
  • Slope Safety of Earth Rockfill Cofferdam with Nonlinear Shear Strength
  • Influence of Flow Shallowness on Scour Depth at Semi-Integral Bridge Piers
  • 3D Finite Element Analysis on ChaHanWuSu CFRD Built on Thick Alluvium Deposits
  • A General Time Domain Solution for the Waterhammer of Liquid-Filled Piping System
  • Analysis of High Concrete Arch Dam Thermal-Creep-Stress
  • Seepage Field Study of Xiaowan Hydropower Project
  • Analysis of Stability and Reinforcement of Faults of Baihetan Arch Dam
  • Two-Way Pre-Stressing Technology Applied to Large-Scale Aqueduct of Tanglai Channel through Beita Lake
  • Study on Integrated Approaches of Water Resources Allocation in Tianjin
  • Dynamic Elastic-Plastic Analysis of Reinforcement Geogrids Applied in High Earth-Rockfilled Dam Slope
  • Investigation on Mechanical Behavior of Hydrological Tower
  • Limit Equilibrium Analysis of Sliding Block Stability under Earthquake
  • Numerical Simulation of the Foundation of Wind Turbines about Different Reinforcement Types
  • Analysis of Bulb Turbine Hydropower Station Plant with 3D Finite Element Method
  • 3D Seismic Dynamical Response Time Interval Analysis of Different Segment Length of Wharfs
  • Investigation of Groundwater Potential in Melaka District of Malaysia
  • Empirical Formula for Calculating Maximum Acceleration of Concrete-Faced Rockfill Dam
  • Evaluating the Wetting Induced Deformation of Rockfill Dams Using a Hypoplastic Constitutive Model
  • Analysis of the Tensile Cracking of Rock-Concrete Materials Based on Elasto-Viscoplastic Model
  • Research on the Numerical Simulation of Zoning Flood Retarding and Sand Silting of Flood Plain in the Lower Yellow River
  • Back-Analysis of Indoor Test Parameters for Rock-Fill of Shui Bu Ya CFRD
  • Experimental Study on Adhesion Strength of Freshwater Ice Frozen to Concrete Slab
  • Influence of Supports and Water Depths on Dynamic Characteristics of Aqueduct Structure
  • The Study of Cemented Sand and Gravel Constitutive Model
  • Research on Mechanical Properties and Sectional Form of CGS
  • Deep Sliding Stability Analysis of Gravity Dam Based on FEM Strength Reduction
  • Fiber Reinforced Hydraulic Concrete Using Four Gradations of Aggregates
  • Appliance of 3-D Composite Layered Element in RCC Dam
  • Seismic Acceleration Distribution Analysis of High Earth-Rock Dams in Three-Dimensional Space
  • A New Non-Stationary Stochastic Seismic Ground Motion Model and its Application
  • Uniaxial Compressive Strengths of Artificial Freshwater Ice
  • Rheological Fracture Analysis of Arch Dam Hell
  • The Differential Evolution and its Application in Short-Term Scheduling of Hydro Unit
  • Durability Study and Service-Life Prediction of Hydro Structures Concrete Members
  • Seismic Response of Submerged Floating Tunnel Based on Numerical Analysis
  • Influence of Thickness of Cushion Layer on Spiral Case Stress
  • Study on Non-Depositing Critical Velocity of Water Delivery in Pipeline System under Different Conditions of Sediment-Laden Water Source
  • Clogging Mechanism of Muddy Water Delivery Pipe and Technology of Anti-Clogging
  • A Study on PHC Pipe Pile Spur Dikes Three-Dimensional Finite Element Numerical Modeling in the Lower of Yellow River
  • Slope Instability Assessment Based on 3D Slope Model and Numerical Simulation Analysis
  • Effect of Erosion Damage on Diffusion of Sulfate Ions in Concrete
  • Study on the Mechanism of Magnesium Sulfate to Cement and C-S-H Gel
  • Numerical Study on Effects of Change of Water Depth on Water Exchange Ability of Nearly Closed Bay
  • Clustering Analysis of Hydrologic Type in Coastal Zone
  • Shear Failure of Seabed Induced by Wave at the Chengdao Sea, the Yellow River Estuary
  • The Selection and Numerical Simulation of Marine Engineering Floating Pier Structure
  • Nonlinear Dynamics of Supported Cylinder Subjected to Axial Flow
  • Bearing Capacity of Suction Caisson for Offshore Floating Wind Turbine
  • Experimental Research on the Influences of Wave Height on Towing of 4-Bucket Foundation Platform
  • Model Test Study on Added Mass Coefficient of Four Buckets Foundation Ocean Platform
  • Numerical Simulation of the Dynamic Behavior of Deep-Water Semi-Submersible Platform under Wind and Waves
  • Study on the Fuzziness in Fatigue Life Estimation of the Foundation of Offshore Wind Turbine
  • Measuring Expansion Method on Sulfate Resistance Properties of Hardened Cement Paste
  • Experimental Study of Sea Ice Forces on a Structure and its Stability
  • Effect of Liquid Properties on the Reduction of N-Nitrosodimethylamine with Zinc(0)
  • Application of Automatic Energy Conservation Technology to Hot Water Supply System
  • The Project Design of Seasonal Reclaimed Water Utilization System for Liaobin Water Town
  • The Beneficial Cycle of Urban Water Use in Nanchang
  • Analysis of the Energy Efficiency of Frequency-Changing Water Supply by Secondary Pressurizing in Residence Community
  • Study on Water Qualities Change along ECOSUNIDE Process
  • Treatment of Micro-Polluted Surface Water by the Nanomaterials Modified PVDF Ultrafiltration Membrane
  • Influence of Catalytic Conditions on Hydrogen Peroxide Decomposition by Modified Activated Carbon
  • Operation and Maintenance of Wastewater Treatment Plants: Case Studies in China
  • Treatment of Refractory Pharmaceutical Wastewater with Combined Bio-Technologies
  • Regulating Strategies of Strengthening Nitrogen Removal for Low-Carbon Wastewater in Reversed A2/O Process
  • Study on the Short-Cut Nitrification which in a Sequencing Batch Reactor (SBR) under the Effect of Sludge Age
  • Phosphorus Removal in Biological Aerated Filters by Chemically Enhanced
  • Fractal Dimension of Floc Growth in Micro-Coagulation Stage II: Some Normal Influencing Factors
  • Fractal Dimension of Floc Growth in Micro-Coagulation Stage I: Using to Forecast Water Quality of Settled Water
  • Effect of pH and Temperature on Coagulation Efficiency in a North-China Water Treatment Plant
  • Study on the Characteristics of Biodegradable Dissolved Organic Carbon and Bacteria Regrowth in Drinking Water Distribution-System of a Chinese City
  • Water Distribution System Modeling and Smart Grid Technology
  • Application Research on Treatment of Micro-Polluted Raw Water in Winter Western Mountainous Cities Using Composite Coagulants of PAC-PDM
  • Discussion on the Design of Water Supply and Sewage Engineering for School Canteen
  • Catalytic Decomposition Kinetics and Mechanism of Hydrogen Peroxide by Modified Activated Carbon
  • Analysis on Mass Balance and Optimization of Operating Performance in Anaerobic-Anoxic-Aerobic Oxidation Ditch Process
  • Preozonation on Removal of Organic Matter in Water and Biological Stability
  • Numerical Simulation on Mechanical Ventilation for Odor Removal Efficiency in a Bathroom
  • Investigation on Double-Tube Copper-Aluminum Column-Wing Type Radiators
  • Study on Fire Smoke Control of Underground Annular Channel
  • Experimental Research on Performance of Water-Cooled VRF System in Winter in Shanghai
  • Experimental Investigation of Indoor Thermal Environment of Using Radiant Cooling
  • Design Range of Indoor Relative Humidity in Radiant Cooling Environment
  • Experimental Study of a Solar Assisted Air Source Heat Pump in Heating Condition
  • Hourly Heating Load Prediction of Radiant Floor Heating System Based on the BP Neural Network
  • Comparison of Performance between R290 and R417A in Heat Pump Air Conditioning Water Heater Combination
  • Simulation Study on the Wall Heat Transferring Characteristics for the Gas-Infrared Heated System
  • Decoupling Control of Gas Mixing Based on Fuzzy-Single Neuron Adaptive PID
  • Numerical Study on the Heat Transfer Characteristic in Periodical Variable Cross-Section Channel
  • Heat Transfer Performance of Integration of Enclosed Evacuated Tube Solar Collectors and Building Envelopes
  • Influence of Height Difference between Inlet and Outlet Center on Thermal Stratification in Rooms
  • Study on the Pollutant Control of Industrial Buildings with Mechanical Ventilation
  • The Study on Formaldehyde Emission of Composite Floor and Activated Carbon Adsorption on Formaldehyde
  • Experiment and Mechanism on Characteristics of Coalbed Methane Adsorption Affected by Water
  • Thermal Performance Research of Thermal Recovery Unit for Air-Conditioning Systerm
  • Fuzzy Comprehensive Evaluation Method and Application of Slope Stability
  • Simulation on Resistance Characteristics of Air-to-Air Energy Recovery Equipment
  • Performance of a Split-Type Air Conditioner with Natural Refrigerant R1270 to Replace R22
  • Study on Air Conditioning System Design Method of Recreational Guild Hall Based on Architecture Environment Requirement
  • The Thermal-Wet Environment Testing and Analysis of Underground Plant Traffic Tunnel
  • Study on Indoor Thermal Comfort of Heating System with On-Off Valve Regulation
  • Mechanism of Convective Heat Transfer of Airflow in Deep Airway
  • Study on Safety Evaluation Method for Water Distribution Networks Based on LS-SVM
  • Analysis on Energy Saving in Cross-Critical CO2 Cycle Refrigeration and Development Localization
  • Study on Indoor Thermal Comfort of Civil Building in Xi'an
  • Reliability Assessment of Combined Heating System Using Quota Heating Coefficient
  • A Proposal for Winter Outdoor Design Temperature of Intermittent Heating
  • Mesoscale Numerical Simulation of a Downburst
  • Study on Three-Dimensional Wind Field Characteristics of Thunderstorm Microbursts Using Computational Fluid Dynamics
  • Three-Dimensional Numerical Simulation of Downburst Wind Occurrded in Wuhan
  • The Test Study on Fracture Mechanism and Reinforcement Pattern of Backfill Roof under High Stress
  • Failure Characteristics of Engineering Structure in Flood of Danfeng
  • Vibration Modes Coupling Effect in the Wind-Induced Response of a Ribbon-Like Long Span Roof
  • Research Progress and Prospect to Civil Engineering Structure Passive Control
  • Study on Residual Splitting Tensile Strength of HFCC after High Temperature
  • Model of Complicate Pipe Network Computation of Building Smoke Control System
  • Earthquake Impact on the Sewage Treatment Plant and Emergency Measures
  • Investigation of Wind-Resistance Reinforcement for a Sculpture
  • The Time-Frequency Analysis for Energy Dissipation Shed-Tunnel's Rockfall Impact Signal Based on Wavelet Theory
  • Temperature Field Calculation and Analysis within Steel Tube Reinforced Columns
  • Whole Process Wind Characteristics Field Measurements of a Strong Wind
  • Research on Dynamic Process of Large-Scale High-Speed Landslide Disasters
  • Study on Fast Prediction Model of Seismic Economic Loss Based on GA-ANN Macroscopic Vulnerability Method
  • Study on Simulation Technology of Earthquake Disaster Scene
  • Analysis of the Stability Conditions of Qing River Gushubao Landslide Mass
  • Experimental Study on the Mechanical Properties of Reinforced Concrete Columns after Exposure to Fire
  • Field Measurement of Boundary Layer Wind Characteristics and Wind Loads on Super-Tall Building
  • Behaviour of Slope Protecting and Retaining Structures during Wenchuan Earthquake on May 12 2008
  • The Influence of Seismic Input in the Oblique Direction on the Strong-Column Weak-Beam Mechanism for RC Frame
  • Study on Seismic Performance of Regular RC Frame with Specially Shaped Columns
  • Analysis on Influence of Earthquake Motion to Loess Slope Stability
  • Analysis on Wave-Induced Circular Shearing Failure of Submarine Slope at Coastal Estuaries
  • Research for Slope Structural Reliability Based on Probability Theory
  • The Study of Wind Load Characteristics of Round Earth Building Roof Based on Wind Tunnel Test and Numerical Simulation
  • Damage Analysis for Steel Frames under Explosive Loads
  • Contrastive Analysis of the Mechanics Behavior of Concrete-Filled Rectangular Steel Tube Frame Structure with Filler Wall
  • Dynamic Analysis of the Double Tower Connected Structure under Earthquake Action
  • Analysis and Computation of the Temperature Field of Concrete Filled Steel Tubular Columns
  • Research on Seismic Response Vibration Hybrid Control of Hefei TV Tower
  • The Database of Facilities Asset Management Application in the Disaster Reduction - Case Study of Ching Yun Building in Ching Yun University
  • A Study on the Restrainer for Isolated Bridge
  • Nonlinear Stability Analysis on Vessels Subjected to External Pressure
  • Determination and Comparison of Optimal Placement Scheme for Dalian Internatioanl Trade Mansion
  • Experimental Study and Finite Element Analysis on Dynamic Property of the Reinforced Concrete Frame-Bent Structure
  • Research on Behavior of Circular Steel Tubes with Different Coating Subjected to Fire Load
  • Study of Fire Behavior of a Profiled Sheet-Ceramsite Concrete Composite Floor
  • Damage Control and Restoration of Tunnel Collapses of Kaohsiung MRT Project
  • Damage Assessment Method of High-Rise Structure Based on Monitoring Data and Numerical Simulation
  • Dynamic Analysis for Collision Between a Plate and Supports Subjected to Instantaneous Protection Structural Loads
  • Topographic Types Influence on the Landslide Movement
  • Analysis of the Disaster Prevention Marking System for Urban Public Building
  • Simplified Method for Horizontal Displacement Calculation of Frames at Elevated Temperature
  • Environment Impact Comparison of Different Structure System Based on Life Cycle Assessment Methodology
  • Heavy Metal Pollution of River Sludge in Taiyuan
  • Method of Weight Assignment for Multi-Criterion Based on Grey Interval AHP
  • Global Climate Change Opportunity as Well as Challenge to Architecture
  • FEM Analysis on Tensile Forces of Liner System with a Change of Slope Angle
  • Utilization of Industrial Wastes for Soil Stabilizer Preparation and Technical-Economical-Environmental Analysis
  • Study on Synergetic Catalytic Ozonation of Nitrobenzene in Nebulizing Systems
  • Research on Method of Confirming Typical SWMM Water Quality Parameters
  • Choices of Environmental Policy and Principle Functions Orientated on the Fragile Ecological Areas of Northwest Sichuan Province
  • Evaluation of the Low-Emission Construction Model of Steel Structure Civil Building
  • Assessment of Vibrations Generated by Structure Demolition Part I: Influences on Surrounding Environment
  • Assessment of Vibrations Generated by Structure Demolition Part II: Influences on Structural Safety and Durability
  • Ultrasonic Attenuation Changes with Damage Level in Various Sized Concrete Specimens
  • Study on Hysteretic Energy Dissipation of SMA Wires, Bars and Plates
  • Defect Monitoring of CFRP with Ultrasonic C-Scan Method
  • Field Measurements of Dynamic Characteristics and Wind-Induced Response of a Large-Span Roof Structure
  • Monitoring Dynamic Characteristics for a Supertall Structure under Different Loading Events
  • Electrical Responses of Carbon Black Filled Silicone Rubber to Uniaxial Cyclic Loading
  • Application Research of Fiber Grating Sensor in Structural Health Monitoring
  • Model Updating and Damage Detection Using Cross Model Cross Mode Method for 3D Frame Structures
  • Transverse Vibration Characteristics of Simply Supported Moving FGM Rectangular Plate
  • Application of the Ground Penetrating Radar in the Quality Detection of Tunnel Lining
  • Cross Modal Strain Energy Method for Estimation of Semi-Rigid Joints
  • A Two-Stage Kalman Estimation Approach for the Identification of Structural Parameters under Unknown Inputs
  • Modal Experiment on RC Flat Plate Frame and Identification of Interior Column Damage
  • Non-Parametric Identification of Structural Nonlinearity with Limited Input and Output Measurements
  • Application of Time Difference on Arrival Technique to Roadside Slope Monitoring
  • Random Decrement Technique Based on the Sampling Methods
  • Application of FBG Sensor in Shaft Structural Deformation Monitoring of JINCHUAN Mine No.3
  • Case Studies of Seismic Vibration Control of Civil Structures Using Shape Memory Alloys
  • Study on State Recognition of ASCE Benchmark Based on Lyapunov Exponent Spectrum Entropy
  • Vibration Monitoring and Safety Evaluation of Blasting at an Underground Engineering
  • HHT-Based Modal Parameter Identification of Time-Varying Structures and Experiment Study
  • Numerical Study of a New Variable Friction TMD
  • Analysis of the Parameter C in Inertial Effect Coefficient Model
  • Study on Fiber Bragg Grating Monitoring Technique and its Application in Bridge Strengthening
  • Study on Strength Estimating of Recycled Concrete Based on Rebound Method and Ultrasonic-Rebound Combined Method
  • Structural Damage Detection Using Parameters Combined with Changes in Flexibility Based on BP Neural Networks
  • Interface Properties of Cracked RC Beams Strengthened with Prestressed Hybrid FRP - Part II: Crack Location
  • Reinforcement Technology of Space Grid Structure for Reconstruction of Shandong Qufu Xingtan Theater
  • Designing and Construction of Monolithic Moving for an Office Building
  • Simulation Analysis on Repair of Concrete Beams Using Near-Surface Mounted GFRP Bars
  • Performance Analysis of Concrete Silo Structure Strengthened with Carbon Fiber Reinforced Polymer Laminate
  • Finite Element Analysis of Reinforced Brick Wall with Opening Hole
  • Experimental Study on Hysteretic Behavior of the Concrete Filled Circular CFRP-Steel Tubular (C-CFRP-CFST) Beam-Columns
  • Design Method of Reinforced Concrete Beams Strengthened with Prestressed CFRP Plates Base on Ductility
  • The Settlement Analysis and Reinforcement of a Cast-In Situ Concrete Floor
  • Rehabilitation of Concrete Beam by Using Martensitic Shape Memory Alloy Strands
  • Finite-Element Analysis for CFRP Reinforced Old RC Beam under Secondary Loading
  • Effect of Electrochemical Chloride Extraction on the Bond Performance between Steel Bar and Concrete
  • Research on Cross-Sectional Area Converting Principle Based Model of FRP Confined Concrete Axial Compressive Strength
  • Test and Analysis on Seismic Strengthening Effects of FRP Wrapped RC Exterior Joints
  • Exploration on the Underpinning Technology of One Masonry Structure
  • Study on the Rehabilitation and Strengthening Technology of an Auxiliary Shaft RC Headframe in a Colliery
  • Study on the Effects of Realkalization Rehabilitation Method Auxiliary Alcamines Inhibitors in Simulative Experiment
  • Numerical Simulation Procedure of RC Beam Reinforcement with FRP
  • Test Study on the Resisting Shear Strengthening Effect with External Pre-Stressed Wire Rope
  • The Shear Resistant Effect of RC Beam Strengthened with SWR External Prestressing under Dead Load Level when Strengthening
  • Experimental Study on Shear Behavior of RC Beams Strengthened with Stainless Steel Wire Mesh
  • Fatigue Performance of Corroded RC Beams Strengthened with CFRP Sheets
  • Simulation Calculation Analysis of RC Beam Strengthened with Carbon-Fiber by Reverse-Arch Method
  • Experimental Study of Flexural Capacity on RC Beams Strengthened with the FRP-Bolt Strengthening Technology
  • Heightening Design and Construction of the Reinforcement Concrete Chimney in Heated State
  • Structure Detection and Reinforcement Method Study of Jiangsong Villa in Xiangshan Temple of Longmen Scenic Spot
  • Flexural Performance of Corroded RC Beams Strengthened with Hybrid Fiber Reinforced Polymers
  • Non-Probabilistic Slope Stability Analysis
  • Probability Model of Corrosion Initiation Time of Steel in Concrete Structure in Chloride Environment
  • Fuzzy AHP Comprehensive Approach-Based Damage Evaluation of Reinforced Concrete Frame Structure
  • System Reliability Analysis of Deep Sliding Stability of Gravity Dams
  • The Research on Time-Dependent Reliability Analysis for RC Structures Based on the Theory of Stochastic Processes
  • Test Analysis of Measuring Working Strains in Concrete Structures by Loophole-Drilling Strain-Gage Method
  • An Analysis of the Structural Reliability for Earth-Dwelling Caves in Response Surface Method
  • Reliability Analysis of Pile Vertical Bearing Capacity
  • Approximate Sensitivity Analysis of Structure System Based on Failure Probability under Epistemic and Aleatory Uncertainties
  • Studies on Strain Fatigue Crack Growth Rate Controlled by Displacement or Load of 16MnR Steel
  • The Corrected Method of Strength Design of Plain Bolt Group Joints under Combined Load of Transverse Force and Torque
  • Discussing Chinese UHV Transmission Tower's Reliability by Comparing Design Standards Home and Abroad
  • Effectiveness of UHTCC to Retard Cover Expansive Cracking Due to Corrosion of Rebar in RC Structure
  • Study on the Application of Data Mining in the Reliability Evaluation of Structures
  • Influence on GGBS to Time Dependent Chloride Diffusion Coefficient of HPC
  • Life-Time Index in Whole Structural Life-Cycle
  • Discussion of Mathematical Models of Probabilistic Constraints Calculation in Reliability-Based Design Optimization
  • Research on the Anti-Sulfate and Chlorine Corrosion Property of Concrete
  • Experiment Study on Shear Capacity of RC Beams
  • Study on Relation of Structural Reliability Calculation and Fuzzy Mathematics
  • Reliability Analysis of Vertical Bearing Capacity of Pile Based on Static Load Tests
  • Reliability Analysis of Foundation Bearing Capacity in Generalized Random Space Based on Hansen Formula
  • Effcets of Water-Cement Ratio on Tensile Basic Creep of Early-Aged Concrete
  • Experiment Design on Concrete under Load Attacked by Acid Rain
  • The Stochastic Dynamic Reliability Research on Nonlinear Pile-Soil-Structure Interaction System with Uncertain Parameters
  • Investigation on Neutralization Rules of Concrete under Loads Subjected to Acid Rain Attack
  • Strength and Corrosion Resistive Properties of Concrete Containing Quarry Dust as Fine Aggregate with GGBFS
  • Study on Indoor Comfort Zone of Residential Building in Beijing Region
  • Intelligent Building and Green City
  • Numerical Analysis of Tunnel Excavation Method at Greatly Cross Undermine Huangzhuang Station of Beijing Subway
  • Study on Effect of Lattice Distortion on Infrared Properties of Ceramic Tiles at Ambient Temperature
  • Cooling and Heating Source Selection of Air Conditioning Based on Low Carbon
  • Test and Analysis of Large Space Station Field Environment
  • Numerical Simulation of Indoor Airflow and Poison Gas Diffusion in Air-Conditioning Buildings with Large Space
  • Method and Research Development of Constructive Land Suitability Evaluation Based on GIS
  • A Simulation Study on Energy Consumption of Cluster Distribution of Residential Buildings in Cold Zones
  • The Research of the Deformation Monitoring System Based on GIS/GPS Integration
  • 2-D Coordinate Transformation Based on Centre of Gravity Datum
  • Application of GTS-311 Total Station in a Slope-Shaft Breakthrough on Error Analysis
  • Strain Rate Effect on Transmission Tower-Line System under Earthquake
  • Two-Level Optimization Method of Transmission Tower Structure Based on Ant Colony Algorithm
  • Study on Strain Rate Effect in High-Rise Reinforced Concrete Shear Wall Structure
  • Study on the Relationship between Transition Curve and Neighbor Point
  • Precision of Earthwork Computation by Grid
  • Discussion and Practice in Monitoring of Open-Air Side Slope in Yinshan Lead Zinc Ore
  • Monitoring and Pre -Warning System of Slope Stability in Xinqiao Based on 3S
  • An Approach to Get building's Facade Images at Short Distance
  • Study on Modulus of Elasticity of Reinforced Clay
  • Research on Surface Deformation with Increasing Mine Depth
  • Instant Built Tensegrity Structures with 3D Compression Members
  • The Studies on the Energy Consumption Quota of State Organ Office Buildings
  • Development of Digital Imagine Correlation (DIC) Method for Three-Dimensional Rugged Surface of Construction Material
  • An Improved Algorithm for the Dynamic Analysis of Structures
  • Fundamental Solutions of a Normal Force in Semi-Infinite Coating Materials Part I: Solution of Force Acting in the Coating Layer
  • Interaction between Crack and Aggregate in Concrete under Dynamic Tensile Loading and Strain-Rate Effect on Material Strength
  • Global Stability Analysis of Rectangle Prestressed Thin-Walled Aqueduct
  • Fundamental Solutions of a Normal Force in Semi-Infinite Coating Materials Part II: Solution of Force Acting in the Interior of Substrate and at Interface
  • Enhancement on Mechanical Properties of Hybrid Concrete by Incorporating Fibers with Different Geometrical Dimensions
  • A New Adaptive Higher Order Response Surface Method
  • Mechanics Analysis and FEM Calculation for the Bodywork of Light-Duty Cross-Country Bus
  • Study on Detonation Features of Low Powder Detonating Fuse in the Bending Condition
  • Research on Distribution and Evolution Law of the Damage-Fracture Field in Mining Process
  • Elasto-Plastic Analysis of Frame Structures under Large Displacement-Rotation Deformations
  • Interfacial Spring Element Model with Random Defects for 3D Simulation of Concrete Strength under Uniaxial Tension
  • Study on Bi-Stable Behaviors of Double-Layered Cylindrical Shell
  • Application of Increment-Dimension Precise Integration Method in Numerical Simulation of Two-Phase Oil-Water Flows in a Low Permeability Reservoir
  • Stress Field Analysis of Mode II Periodic Cracks-Tip
  • Unified Solution on Skew Plate Bending with Four Edges Supported under Arbitrary Load
  • Relevant Cubic Grain Plank Plastic Strain Ratio (R) the Theory Research and Experiment
  • A Hybrid Radial Boundary Node Method for Biharmonic Problems
  • Dynamic Response of Viscoelastic Sphere-Symmetric Problems
  • An Inverse Analysis Algorithm of Material Parameters for Functional Graded Materials
  • Anti-Calculated Method of Static Pressure for Silo
  • Numerical Modeling of Welding Temperature in Centrifuge Concrete-Filled Steel Tubular Columns
  • Material Properties Parameters Effect on Crack Threshold
  • Numerical Simulating Method of the Deflection of Cellular Voided Slabs Fixed Supported by Four Edges
  • Vibration Analysis of Linear Magnetostrictive Actuator
  • Numerical Simulation of UHPFRC-NSC Composite Beam with Diana
  • Optimal Design of Spatial Grid Structure Using Group Search Optimization
  • Application of QR Method for Analysis of Spatial-Mega Frame Structure
  • Effect of Chloride Attack on the Strength Properties of Silica Fume Concrete Produced with Hybrid Fibers
  • Research on Effect of Activation on Concrete with High Volum Ceramic Waste Mud
  • A Commercial Bank's Underground Vault Double-Shear Wall Template Installation Technology
  • Influence of Mixing Equipment on Asphalt Mixture Segregation
  • Influence of Vibration on Interface Friction of Pile-Soil System
  • Construction Technology of Large-Span Hybrid Structure of Suspendome with Stacked Arch in Chiping Gymnasium
  • Research on Thermodynamical Performance of Concrete with Excessive Fly Ash Added in the Pile Cap of Well Tower
  • Design and Construction of the Support Structure of Deep Foundation Pit for a Cement Plant in SR Vietnam
  • Computer Method for Tower Crane Foundation Design
  • Change Characteristics Analysis of the Aged Pavement Asphalt Components
  • The Exploration of Water-Saving in Building Water-Drainage
  • Key Construction Technology for Highway on Soft Foundation
  • Prediction of Concrete Strength Using Fuzzy Neural Networks
  • Aggregate Shape Effect on Mesoscale Modeling of Concrete under High Strain Rate Tension
  • Modeling Method of Analysis of Complicated Bridge Structures Based on Design Drawings
  • Study on Virtual Building Electricity Laboratory
  • The Application of Iteration and Functional Analysis in Numerical Calculation of Beams with Large Deformation
  • Application Analysis of Form-Finding on the Large Building Construction Tower Crane Flexible Attachments
  • Integration Research for Steel Shelf CAD/CAE Calculation and Analysis System
  • Thermomechanical Analysis System for Building Structures under Fire Based on MSCPATRAN Platform
  • The Assembled Structure Analysis of Energy Conservation and Material Saving Unit Sheet Aluminum Curtain Wall
  • The Study of BP Neural Network in Predicting Concrete Strength
  • Accuracies of Finite Beam Element in Prediction of Inelastic Material Behaviors
  • Simulation of Hydrostatic Drive System of Crawler Bulldozer
  • Research on Optimizing Precast Water Head on Preloading Filling Spiral Case of a Large-Scale Hydropower Station
  • Optimization Design of the Gas Station Roof Based on Analysis
  • Research and Development of Post-Process Software System Based on 3D Solid Model for New Type Residence Structure
  • Collapsed Form Simulation of Styles of Different Structures under Earthquake Based on ANSYS/LS-DYNA
  • Numerical Simulation of Progressive Collapse and Study of Resisting Progressive Collapse of Spatial Grid Structures Based on ANSYS/LS-DYNA
  • Numerical Simulation of Earth-Contact Heat Transfer
  • Improvement Method about Design Norms' Implementation Based on AutoCAD 2007
  • Comparative Analysis between Dynamic Simulation and Practical Result of Demolition of Building Structures by Blasting
  • Activity Recognition via Feature Decomposition
  • Global Bifurcation of a Tuning Mass Damper with Plastic Impacts
  • Numerical Simulation of Ship-bridge Collision Based on LS-DYNA Technique
  • Exploration Method for Extra Heavy Oil Reservoir with Top Water
  • The FEM Analysis and Optimization Design of Main Beam of Horizontal Directional Drilling
  • Analysis and Research of Wind Environment of Energy Saving Buildings
  • Reuse of Building Construction and Demolition Waste, a Xi'an Example
  • On the Negative Impact of Defects Liability Period
  • Internal Incentive Mechanism of Public Agent-Construction Enterprises Based on Common Agency Model
  • Compare Business Process between Construction and Manufacturing on the Application of ERP
  • Applied Research on Fuzzy Comprehensive Evaluation of BOT Projects in the Transfer Phase
  • Research on the Social Discount Rate for the Whole Life Cycle Engineering Cost Management
  • Integrated Management of Construction Project Based on Knowledge Base
  • Estimation of Construction Waste Generation and Management in Taiwan
  • Cost Estimation of Construction Project Using Fuzzy Neural Network Model Embedded with Modified Particle Optimizer
  • Research on the Decision Making of Large Public Building Maintenance Cycle
  • Designing and Evaluating Safety Accident Emergency Management for Construction Project under Fuzzy Environment
  • Study of Subway Construction Risk Assessment Based on the Triangular Fuzzy Numbers
  • An Application of the FAHP to High-Rise Building Fire Risk Indexes Analyzing
  • Strategy Evaluation System of Large-Scale Public Buildings in Emergency Crisis
  • Case Study of the Bird's Nest: Risks and Opportunities in China's PPP Implementations in Major Sports Facilities
  • Ontology-Based Interorganizational Knowledge Management in Sustainable Construction Project
  • Material Price Risks Impact on Project Costs Research
  • Construction Claims Management of Civil Engineering
  • Research on Construction Risk Management System for Beijing Subway Suzhou Street Station
  • Evaluation of Team Learning in Expressway Projects
  • Fuzzy Analytic Hierarchy in Project Risk Management - New Stadium Construction Project in Weifang City
  • Bidding Evaluation of Construction Engineering Using Extend Data Envelopment Analysis Method
  • The Research of Technical System about Safety Management during the Construction of the Beijing Subway Line 10
  • The Application of Fuzzy Logic Inference in Construction Vibration Risk Prediction
  • Practice and Exploration on the Training Mode of Architectural Engineering Technology Professional
  • The Influence of "Limit House Price, Compete Land Price" Policy to Land Price under Auction
  • Life Cycle Cost Analysis and the Decision of Concrete Durability Technology in the Coastal Regions: Evidence from China
  • Assessing the Time-Cost Trade-Off of Construction Projects
  • A New Grade Method on Project Bid Evaluation
  • Review of Study on Risk Management for the Construction Project
  • Analysis on Harmonious Relations Between Development Strategies of Real Estate and Urbanization
  • Application of Entropy-Based Relational Analysis in Optimization of Construction Plan
  • An Empirical Analysis of the Function of STP to the Economic Growth in Construction Industry Based on TFP Theory - A Case Study of Anhui Province
  • How to Lead Green Construction's Sustainable Development by Low Carbon Ideology
  • The Low Carbon and Ecological Character Research of Traditional Dwellings in Southeast of Shanxi
  • The Combination of the Traditional Space and the New Technology in Building - Take Wuhan Zhili Imperial Yard Villa for Example
  • The National Local Buildings towards "4R" - The Development of the Traditional Building System in Baotou Inner Mongolia
  • Research of Children's Activity Space Design Based on CPTED
  • Analysis of the Characteristics of Modern German-Style Architecture in Fangzi, a Modern Town along the Jiaoji Railway
  • Chinese Transition to a Consumer Society and its Reflection on the Urban Landscape
  • Exploration on Design Strategy of Campus Landscape from Environmental Psychology
  • Sustainable Dwelling Space of Small Units
  • Build Innovation Platform, Lead Creative Thinking - Analysis of the First Prize Model in the 3rd Structural Design Contest of Shandong Universities
  • Research on the Sustainable Developing Construction Space Design of Primary and Secondary Schools
  • The Space Design of Modern Villa With Reference to Traditional Residential Culture
  • The University Teaching Space for Promoting Information Exchange
  • Study on the Architectural Heritage Value from the View of Cultural Economics
  • Architecture Inspiration from the Microstructure and Bending Behavior of Nacre of Molluscan Shell
  • Psychological Analysis of Hui Merchants' Humanistic Complex Reflected by Huizhou Houses
  • Qilou Building Climate Adaptation in Tropical Climate Zone of China: A Study on Haikou Qilou Buildings
  • Out of Form Town the Globalize Background Chinese Architect the Thinking Creation
  • China Lingnan Tourism Hotel Architectural Spatial Design Combined With Environment
  • Flexibility and Adaptability, Minute Integration-Study on the Design of the Dwelling with Small and Medium Size Residential Units
  • On the Space Analysis of Shopping Mall
  • Adaptive System of Contemporary Chinese Architectural Design
  • Independent Fire Escape Tower Design in High-Rise Building
  • Study on the Ecological Experience of Inner Mongolia Grassland Traditional Herdsmen Settlement Construction
  • Techniques + Arts - On the Architectural Creation for Green and High-Tech Buildings
  • The Design Method Study on Nationality Architecture Based on the Image of Local Landscape: A Case Study on the Creation of Li County Non-Material Cultural Center
  • Stability Analysis on the Structureof a Multipurpose Gymnasium
  • The Traditional Elements and Modern Architectural Design
  • A Study on the High-Rise Housing Repair Work's Types in New York City - In the Case of Eldorado
  • The Research of Traditional Villages Protection Based on Virtual Reality
  • Influence of the K Values and D Values on Heat Insulation Performance of the Wall
  • The Application of Ecotect in Architectural Design
  • The 3D Coordinated Building Design Based on Building Information Modeling
  • Evaluation of the Optimum Index of Target Analysis for Rural Residential Building Products
  • The Application of Architectural Technology in Architecture Planning Optimization
  • Fracture Toughness of A572 Gr.50 Steel Built-Up Box-Section Welds Joined by Eletroslag Welding
  • Study on the Evaluation Standard of Ecological Residential Area Acoustic Environment
  • Study on Jinan Heihu Spring Soundscape
  • Research on the Guidance for Traditional Village Protection and Development Based on Functionalism Perspective
  • Analysis of the Elements of the Urban Context
  • Building a Commonsense Knowledge Model of Activities in Urban Plaza with the Spreading Activation Theory
  • Residential Design Idea - As a Case of Xinyang Greentown Estate in Mudanjiang
  • Some Thoughts on the Development of Digital Technology in the Construction Industry
  • Strategies for City Ecosystem Restoration Based on Theories of Urban Plan
  • Structure Analysis of Xuanfu in Ming Dynasty
  • Analysis and Application of the Landscape Expression on the Contrary Space Sequence in Historical Town
  • Landscape City: The Ideal Direction of Cities Development of 21st Century in China
  • Discussion on the Distribution of Geothermal Resources Related to Urban Planning - Taking Dongying City, Shandong Province as an Example
  • Research of City Ecological Green Space Design Base on CITYgreen
  • Ecology Community Construction Based on Low-Carbon Idea
  • The Classic Essence of Landscape City - Re-Discuss the "Philosophy of Landscape City"
  • Regional Characteristics of Niche and Planning Principles in City Streets
  • Urban Structure Design Strategy of Energy Conservation
  • The Research on Theme Park Planning of Mountainous City Based on Natural Factor
  • The Planning Research of Street Space for Fringe Residential Areas in Main city of Guiyang - Based on the Concept of "Place Theory"
  • Deduction and Demonstration of an Urban Planning Model Based on "CAS" Theory
  • Research on the Protection and Renewal of Historical and Cultural Cities Based on Cultural Geography
  • Create the Pleasant Urban Public Space
  • The Study on Low-Carbon Urban Ecological Planning
  • Residential Design of Circular Economy
  • Probe into "Green Distance" - One of the Methods on Optimizing Contemporary Urban Human Settlement
  • Urban Growth Management: Approaches, Experiences and Implications to China's Urban Planning
  • Urban-Rural Integration Planning: Theory and Practice in Suzhou, China
  • The Street System Plan Based on the Townscape Conservation of Historic Urban Area
  • Discussing the Ideas of Existing Renovation of Parks in the City under the Demand of Disaster Prevention and Reduction
  • The Research on the Issues Concerning the "Stub-end Type" Spatial Development
  • Research on Management and Compilation of Regulatory Detailed Planning Based on the Background of Democratization and Legalization
  • Ecological Developing Methods of Spatial Pattern of Water-Network Small Towns in Southern Area of Yangtze River
  • Study on the Ecologically Sensitive Tourism Development of Suburban Scenic
  • New Scenes with Old Memories in Tokyo and Changed Scenes with no Memories in Fu Zhou
  • Researches on the Status and Problems of Conservation of Modern Relics and Representative Buildings
  • Studies on the Land Development Intensity Model of Cities Based on the Concept of Land Grading
  • The Research of Renewal Strategy of Public Space Environment in Muslim Architectural Heritage - Case Study of DA XUEXI District in Xi'an
  • The Initial Exploration of Strategy about the New Urban District Development and Construction with the Concept of Low Impact Development - With the Example of Hujia New District, Panshan County, Liaoning Province
  • Landscape Analysis of Typical Yao-Dong Villages on Gentle Gully Slope in Semi-Arid Loess Plateau - Case Study of Shi-Jia-Gou Village in Fen-Xi County Shan-Xi Province
  • Systematic Planning of Pubilic Art in Suzhou-City
  • Building Pleasant Landscape of Urban Plaza
  • Interpretation of Contemporary Landscape Architecture Design in System View of Nature
  • Ecological Design of Ternary of Artificial Landscaping Lake
  • The Discussion on the Construction of City Waterfront Landscape Based on the Visual Angle of Ecology Restoration
  • Creation for Urban Landscape to Improve Ecological Environment - Turn Urban Idle Land into Landscape
  • From Accrete with Nature to Mutual Benefit - The Planning and Landscape Design of Dayuanhe Reservoir
  • Landscape Design of Urban Green Space Adaptive to Global Climate Change a Review
  • The Strategy for Plants Uses in the Construction of Conservation-Oriented Landscape
  • Analysis on the House Garden Design
  • Study on Thermal Environment of Traditional Architecture in Tropic Climate
  • The Research of Economic Evaluation Model for Construction Conserves Energy Retrofitting Technology of Existing Buildings
  • Analysis of Unconfined Compressive Strength Calculation Formula of Soil-Cement
  • Analysis of Ecological Adaptability of Traditional Residential Settlement of Hani Nationality
  • Fly Ash-Desulfurization Gypsum Mortar and Concrete Part II: Performances
  • The Implication of Solar Hot Water System in Small High-Rise Buildings
  • The Study of Information Asymmetry on Construction Market in Towns and Villages Energy-Saving Housing
  • The Mode by Combining into Development of Underground Space and Protection of Cultural Relics - In the Famous Historical City of Luoyang as an Example
  • Survey and Analysis on the Residential House Energy Consumption in Wuhan City
  • The Applicability of Shading Technique in Energy Coefficient Building of Sichuan Rural Seismic Disastrous Area
  • The Radioactivity Levels and Safety Assessment of Building Materials in Nanjing, Jiangsu Province, China
  • Dongtan vs. Masdar: A Tale of Two Zero-Carbon Cities
  • Urban Agriculture as Low-Carbon Strategy for Cities
  • Study on the Systems Theory of Building Energy Efficiency
  • Energy-Saving Test and Analysis of a Steel Residential Building in Cold Regions of China
  • Sensitivity Analysis of Influence Factors on Residential Building Energy Consumption in Hot Summer and Cold Winter Zone
  • The Air-Conditioning Rtilization of Natural Cold Resource of Lakes and Reservoirs
  • Development and Validation of a Numerical Model of Fouling within Spiral-Grooved Tubes
  • Interval Finite Element Computation Based on INTLAB for Statical Analysis of Truss Structures with Large Uncertainties
  • Idea on Low-Tech Ecological Evolution of Seaweed House in Jiaodong Peninsula
  • Kang Bai-Wan's Mansions from the Ecological Perspective
  • Green Construction Evaluation of Wall Project Based on Grey Clustering Method
  • Study on the Large Fire Tests Temperature Spread Properties of External Thermal Insulation System
  • Study on the Impact of Aggregate Size to SCC Segregation
  • Analysis on Non-Balance Insulation in Lhasa
  • The Analysis of the Impact of the Louver on the Natural Ventilation
  • Effects of Initial Geometric Imperfections on the Stability of Steel-Concrete Composite Ribbed Shell
  • The Influence of Different Restrained Boundary Conditions on the Stability of Steel-Concrete Composite Ribbed Shell
  • Analysis Application Research of an Improved Value Coefficient Method in the Scheme Optimization of the Existing Building Energy Saving Reconstruction
  • Energy Consumption Profile of Hotel Buildings in Chongqing
  • The Visual Expression in the Shape Design of Ecological Architecture
  • Intelligent Optimization of Material Mixing Ratio and Process Parameters for Aerated Concrete
  • Study on Sintered Wall Materials Made Use of Iron Tailings and Waste Rock