Advances in structures : selected, peer-reviewed papers from the 2011 International Conference on Structures and Building Materials, (ICSBM 2011), 7-9 January, 2011, Guangzhou, China /

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Bibliographic Details
Meeting name:International Conference on Structures and Building Materials (2011 : Guangzhou, China)
Imprint:Stafa-Zurich : Trans Tech Publications, [2011]
©2011
Description:1 online resource (5 volumes) : illustrations.
Language:English
Series:Advanced Materials Research, 1022-6680 ; volume 163-167, pts. 1-5
Advanced materials research ; v. 163-167, pts. 1-5.
Subject:
Format: E-Resource Book
URL for this record:http://pi.lib.uchicago.edu/1001/cat/bib/11210800
Hidden Bibliographic Details
Varying Form of Title:2011 International Conference on Structures and Building Materials
ICSBM 2011
Other authors / contributors:Li, Lijuan, 1966-
ISBN:9783038135586
3038135585
0878492062
9780878492060
9780878492077
0878492070
Notes:Includes bibliographical references and index.
Print version record.
Other form:Print version: International Conference on Structures and Building Materials (2011 : Guangzhou, China). Advances in structures 0878492062
Table of Contents:
  • Parametric Analysis on Flexural Capacity of Flange-Plate Connections Considering Prying Force
  • Ultimate Bearing Capacity of Headed Studs in Tensile Concrete Slab
  • Structural Configurations and Economic Performance Comparison of Multi-Storey and High-Rise Steel Three-Dimensional Garages
  • Nonlinear Analysis and Design of a Guyed Mast: Comparison of Two Design Proposals
  • Mechanical Performance of Large Cantilevered CFT Beam-Column Joint in Jiangyin Magic Cube Time Square
  • Research on Ultimate Bearing Capacity of Coupler Steel Tube Falsework with Initial Defect
  • Vibration Analysis and Evaluation of the Indoor Spiral Steel Stair
  • FEM Study on Flange Width-Thickness Ratio of Links in Eccentrically Braced Frames
  • Buckling Strength of Tapered Cylindrical Shells under Partial Axial Compression: Effect of Circumferential Weld-Induced Imperfections
  • Stability Analysis of Floating-Roof Tanks under Differential Settlement
  • Effects of Rare Earths on Austenite Grain Growth Behavior in X80 Pipeline Steel
  • Research on Bearing Capacity of Steel Tube-Reinforced Concrete Column Subjected to Eccentric Compression Load
  • Dynamic Performance Analysis for a Butterfly-Shaped Arch Bridge
  • Constraint Analysis on the Steel Mid Tower of a Tri Tower Suspension Bridge
  • Influence of Segmented Construction Methods on the Prestressed State of Truss String Structure Roof of Xinjiang Exhibition Center
  • Load-Carrying Capacity Estimation Methods for Cold-Formed Steel Lipped Channel Member Using Effective Width Method
  • Finite Element Analysis of Behavior in Semi-Rigid Steel Frames
  • Plastic Limit Analysis of Ice Coating Transmission Tower-Line Systems
  • Effects and Mechanisms of Niobium on the Fracture Toughness of Heavy Rail Steel
  • Effects and Mechanisms of Chromium on Structural Transformation of Heavy Rail Steel
  • Study on Influences of Thickness of Flange of U Rib on Mechanical Behaviors of Orthotropic Monolithic Steel Bridge Deck System
  • Experimental Study on SNCF of Welded CHS-CFSHS T-Joints under Axial Loading
  • Experimental Analysis on Strengthening Materials of Orthotropic Steel Bridge Decks
  • Study on the Overall Stability of Single-Layer Spherical Latticed Shell Structures and Its Applications in Engineering
  • Discussion on Several Problems of Designing Steel Tubular Joints
  • Behavior of Four-Line High-Speed Railway Bridge with Two Main Trusses and K-Shaped Brace
  • Experimental Study on Cast-Steel Joints for Nantong Sports Exhibition Center
  • Fire Resistance of Crisscross Concrete-Filled Steel Tube Core Columns in the Different Axial Compression
  • Bearing Capacity Experiments and Design Suggestions on New Roof System of Profiled Steel Sheet
  • Seismic Response of Cable Net Facade
  • Effect of Openings on Elephant's Foot Buckling of Large Oil Tanks
  • Effects Analysis of Bending Stiffness of Cables on Stress Distribution and Curve Shape in Super-Long Single Suspension Cable Structures
  • Test Research on Spatial Hysteretic Behavior of Circular Steel Pipe
  • Experimental Research on Eccentric Compressive Performance of Steel Tube-Reinforced Concrete Column
  • Bearing Capacity Calculating of GFRP Tube Filled with Steel-Reinforced Concrete Composite Column Subjected to Eccentric Loading
  • Application of Special Shaped Column Composed of Concrete-Filled Steel Tubes
  • Full-Process Analysis of Pretensioning Construction of Dalian Gym
  • Hysteretic Behavior of Semi-Rigid Composite Steel Frame with Cross-Stiffened Steel Plate Shear Walls
  • A Discussion on some Key Issues for Seismic Design of Concentrically Braced Frames According to Canadian and Chinese Codes
  • Design of the Digital Simulation System for Corrosion Damage on Marine Steel Structures
  • Damage Assessment of Single-Layer Cylindrical Latticed Shells Based on Degradation of Static Stability Capacity
  • Study on the Vehicle-Bridge Coupling Vibration of Steel Arch Bridge
  • Shear Performance of Composite Steel Plate Shear Walls with Trilateral Constrained by Experimental Study
  • A Simplified Seismic Design Method on Steel Truss Coupling Beam
  • Research on the Unloading Process of Long-Span Steel Roof and the Design of Temporary Bracing Structure
  • The Whole Process Simulation and Research on Temperature Field and Thermal Stress for Large Sluice Pier
  • Sensitivity Analysis of Continuous Web Plate Joint of Steel Beam to CFST Column Based on Correlation
  • Structural Design and Analysis of a Steel Vine Bridge
  • Numerical Investigation on Block Shear of Coped Beams with a Welded End Connection
  • Precise Transfer Matrix Method for Plane-Bucking Analysis of Circular Arch
  • Study on 45 Steel ,,Zero Time Holding" Quenching Technology
  • Study on Damping Properties of Fiber Reinforced Compositefor Stayed Cable
  • Analysis on Flow-Induced Vibration of Underwater Horizontal Gate
  • Finite Element Analysis for Unstiffened Overlapped CHS KK-Joints Welded in Different Ways
  • Analytic Methods of Main Cable Initial Curve Calculation in Variable Temperature Field
  • Rational Calculation Model of Interlayer Separation of Complex Roof in Deep Coal Tunnel
  • The Passive Energy-Dissipation Study of Braced Steel Frame Structure
  • Analysis on the Chord Side Wall Failure of RHS T-Joints with Axial Compression Branch
  • Finite Element Analysis of a Single-Layer Reticulated Dome under Impact Loading
  • A Specimen Design of Steel Anchor Box on Arch Pylon of a Cable-Supported Bridge
  • The Formation of Acicular Ferrite and Mechanical Properties Behaviors in a Low Welding Crack Susceptibility Steel
  • Research on Stress-Strain Curves of Steel under High Temperature
  • Research on the Whole Stability of Axially Compression Member of Cold-Formed Thin-Walled Steel Sections in the Effect of Initial Imperfection
  • Flexural-Torsional Buckling of H-Beams with Corrugated Webs
  • Anti-Seismic Energy Dissipation of Structures with Stress-Dependent Complex Damping with Consideration of Zero Amplitude Damping
  • Using the Explicit Dynamic Method to Simulate Pile Dynamical Driving Process
  • Discussion and Method on Performance Based Seismic Design for Concrete-Filled Steel Tubular Structures
  • Energy-Saving System Analysis about the Exterior Building Enclosures of Wenyuan Building
  • Partially Double-Layered Dome Structure Linear and Nonlinear Buckling Analysis
  • Nonlinear Analysis of Eccentrically Loaded Concrete Filled Circular Steel Tubular Columns
  • Test Study on the Rigidity Degradation and Energy Dissipation of High-Strength Reinforced Concrete Columns with Central Reinforcement
  • Design Method of the Temporary Support Structure in Building Construction
  • Fatigue Life Estimation of Rib-to-Deck Joints in Orthotropic Steel Decks
  • Experimental and Numerical Studies on Flexural Behavior of Casing Joint of Square Steel Tube
  • Research on Additional Internal Force and Deformation of the Portal Frame Construction Caused by Surface Deformation
  • Stability Analysis of Nantong Sports and Exhibition Center Based on Measured Geometrical Imperfections
  • Experimental Study for Single-Angle Beam-Column Members Attached by one Leg
  • Influence Analysis of Joint's Stiffness on Spatial Reticulated Shell
  • Seismic Performance Spectra
  • Determination of Critical Distortional Buckling Load for Thin-Walled C Steel Section
  • The Research on the Stress Concentration Factor of T-Joints Subjected to Axial Load
  • Scale Model Test Research on Cable Supported Barrel Vault Structure
  • Application of Grouting Technology
  • An Experimental Study on Double-Tube Bucking Restrained Braces with Contact Rings
  • Static and Buckling Behavior of a Beam with Changeable Boundaries
  • The Development and Researches of Steel Bridge Towers in China
  • Bending Behavior of Hybrid High Performance Steel Beams
  • Design and Construction on the Roof Systems of Guangzhou South Railway Station
  • Analysis of the Structure Style Selection for Ocean Engineering Floating Structure
  • Distortional Buckling of Cold-Formed Thin-Walled Channel Beams in Combined Compression and Minor Axis Bending
  • Study on Mechanical Properties of the Long Span Cable-Stayed Bridge with Three Main Trusses and Three Cable Planes
  • The Experimental Study on the Effect of Expansive Agent on Mechanical Properties of CFST Column with the Creep
  • Study on Preparation and Performance of Radiation Shielding Aggregate Made from Sludge with High Content of Barium
  • Static Analysis of Friction Contact Effect on Valley Cable Force
  • The Research on the Dynamic Response of Arched Corrugated Metal Roof Structure with Ring Hoops
  • Simulation Method on Progressive Collapse of Shell Model under Severe Earthquake
  • Design Capacity of T-Strut Subject to Compressive Force
  • Design and Stability Analysis for an Arch-Shell Hybrid Structure, Singapore Cool Dry Conservatory
  • Parametric Analysis on Seismic Behavior of Connections to Concrete-Filled Square Steel Tubular Columns with Three Edges Welded Interior Diaphragm
  • Resisting Seismic Behavior Study of an Adding Cover-Plate Protocol Used For D-Type Eccentrically Braced Steel Frames
  • A Method for Deformation Analysis of Bar-Reinforced Concrete Filled Steel Tubular Columns under Axial Compression
  • Wind-Induced Vibrating Comfort Analysis of Long Span Sightseeing Bridge of Shenzhen Wan Sports Center
  • Structural Behaviour of Blind Bolted Connection to Concrete-Filled Steel Tubular Columns
  • Research on Behaviors of Steel Fiber Reinforced Concrete Filled Steel Tube Columns under Axial Load
  • The Design Review and Optimization of the Special-Shaped Steel Frame Structure
  • Tests on Strength of Coped Beams with Web Stiffening
  • Push-Out Test on Bond Property of Micro-Expansive Concrete-Filled Steel Tube Columns
  • Finite Element Study on Seismic Performance of Inclined Joint of Cold- Formed Steel with Plate
  • Study on Mechanical Behavior of Concrete-Filled Square Tubular Column and Bolt-Weld Steel Beam Joints with Reduced Beam Section
  • Researching Status and Prospect of Lightweight Aggregates Obtained from Solid Wastes in China
  • Analysis of Semi-Rigid Joint Frame with Moment-Rotation and Shearing-Deformation Relationships
  • Study on Stability Round Stronger Axis of the Column with Composite Section of Double Limbs under Axial Compression
  • Buckling Analysis of Two-Span Continuous Beams with Lateral Elastic Brace under Uniform Load
  • Study on Structural Rigidity of Large Span Three-Tower Cable-Stayed Bridge on High-Speed Railway
  • Experimental Study on Mechanical Behavior of Cold-Formed Steel Three Limbs Built-up Section Members
  • Study on the Strategy of Elastic Modulus Adjustment of the Elastic Modulus Reduction Method for Limit Analysis of Structures Containing Flaws
  • The Numerical Calculation and Analysis of Burner Zone Membrane Water-Wall Temperature Field of a 600MW Supercritical Boiler under Various Operating Conditions
  • Experimental and Finite Element Analysis on the Ultimate Bearing Capacity of Hollow Spherical Joints with Ribbed Stiffener
  • Analysis on the Mechanical Properties of Connections on Cold-Formed Square Steel Column and Beam
  • Hysteretic Performance Analysis of Double-Tube Buckling Restrained Braces with Contact-Ring
  • Research on Hysteretic Behavior of Angle Beam-Column Connections
  • Numerical Simulation Analysis on Seismic Behavior of Cold-Formed Beam-to-Column Connections
  • Analysis of Influence on Mechanical Behavior of Jiubao Bridge Caused by Construction Process
  • Mechanical Properties of a One-Way Beam String Structure with the Cooperation of the Supporting Structure
  • Hoisting Dynamics Analysis of Suspended Access Equipment
  • Preliminary Study on Post-Fire Behavior of Composite Frame with CFST Columns and Composite Beam
  • The Mechanical Behavior Study on Reduced Beam Section and Widened Beam Section Connections of Steel Frames
  • Mechanical Model Study of a Bolted Endplate Minor Axis Joint
  • Research on Application of BRBs in Steel Frame Structures
  • Test of Expansive Soil Roadbed Improving with Fiber Materials and Numerical Simulation Analysis
  • Research on Analysis Method and Distributing Principle of the Optimal Prestress in Sunflower-Patterned Cable Dome
  • Reliability Analysis of H-Beam Transfer Truss Under Construction Loads
  • Experimental Study of Post-Fire Bearing Capacity of the Circular Steel Tubes with Different Fire-Resistant Coating
  • Influence of Restraining Stiffness on Mechanical Properties of Suspen-Dome
  • A Second-Order Inelastic Analytical Method on Semirigid Connections Steel Frame
  • Shrinkage and Cracking of Cement Composites Containing Internal Curing Stuff
  • Three TMCS Hydrophobic Modification Methods of New Building Insulation Material SiO2 Aerogels
  • Experimental Study on Hysteretic Behavior for Plate-Reinforced Connections
  • Research on Fire Resistance Performance of Pre-Stressed Suspended Steel Reticulated Shell
  • Effects of Titanium Microalloying on Steel Feeding and Contraction
  • Numerical Analysis of Pre-Stressed Steel Trusses Subjected to Fire Load
  • Motion Analysis of Kinematically Indeterminate Structure Using Inextensional Mechanism: A Unified Approach
  • Second-Order Effect of Staggered Truss and Simplified Formula
  • Stress Analysis of Steel Deck Pavement of Box Girder Bridge under Vehicle Wheel Loads
  • Parameter Analysis of Compressive Web Members in Plane Tubular Truss with Simple Joints
  • Sensitivity Analysis of Manufacture Errors for Cable Dome
  • Research on the Stability of Erecting of Pre-Cast Segmental Box Girders with SPZ1300/48 Gantry
  • Finite Element Analysis on Joint of Ultra-High Steel Columns and Steel Core Barrel Outrigger Truss
  • Corrosion Condition Research and Bearing Capacity Analysis of a Space Truss Base on Corrosive Environments
  • Parameteric Study of Castellated Beam
  • Calculation and Analysis of the Deflections of U-Section Steel-Encased Concrete Composite Beams
  • Static Strength of Concrete-Filled Circle Tubular (CFCT) T-Joints under Axial Loading
  • Construction Elements' Research of Steel Box Girder Based on the 6 #963; Quality Control Method
  • Numerical Analysis of Prestressed Steel Box Beams
  • Property Research of Carbon Fiber Reinforced High Performance Concrete Containing Limestone Powder
  • Unity Equation of Torsional Capacity for RC Members Subjected to Axial Compression, Bend, Shear and Torque
  • Cracking Mechanism of Long Concrete Bedding Cushion and Prevention Method
  • Study on Interface Slips in Concrete Filled Square Steel Tubular Column
  • A Rapid Seismic Evaluation Method of Masonry Buildings Based on Earthquake Damage
  • Stress-Chemistry Mechanism of Mortars Made with Steel Slag Sand
  • Design of Simple-Supported Reactive Powder Concrete Railway Bridge with Span of 32m
  • Experimental and Numerical Study on Mode I-II Crack Propagation for Small Size Specimens of Concrete
  • The Elastic-Plasticity Analysis on Cross-Section Short-Limb Shear Wall
  • Experimental Study on Bearing Properties of Self-Compacting Prestressed Concrete Beams
  • Deflection Analysis of Externally Prestressed Concrete Beam Based on Damage Mechanics
  • Design Principle of Crack Control of Large Multi-Story Frame Structure and its Application
  • The Primary Exploring of Seismic Property of Different Type Structure House
  • Study on Concrete Filled Square Steel Tube under Lateral Impact Loading
  • Experiment and Analysis of Flexural Strength for Shrinkage-Compensating Steel Fiber Reinforced Shotcrete
  • Study on Stay-in-Place Cement Formwork and the Application
  • Ultrasonic Propagation Characteristics and Damage Evolution of Recycled Concrete under Dynamic Loading
  • Erection of Pearl Bridge by Bear Angle Vertical Swivel Method
  • Crack Controlling Research of Concrete Foundation for Large Equipment in Winter
  • Experimental Study of Shear Behavior of High-Strength Concrete Beams with High-Strength Stirrups
  • Experimental Investigation on Effective Bond Length of Flexurally CFRP-Strengthened RC Beams Failed by Intermediate Crack Debonding
  • Numerical Simulation of a RC Frame Shaking Table Test Model Based on CANNY
  • The Application of Grid-Frame Structures with Specially Shaped Columns in Energy-Saving House Using Phosphorus Gypsum
  • Prediction of Diagonal Crack Widths of High-Strength Reinforced Concrete Beam by Artificial Neural Network
  • Test and Finite Element Analysis of Concrete Continuous Beams Strengthened with CFRP Sheets
  • Uniaxial Stress-Strain Model for Concrete Confined by Rectangular Steel Tubes
  • Calculation Analysis on Cracking Load of New Type Composite Wall
  • Study on the Durability of Concrete Structure of Aviation Oil Wharf of Shenzhen Airport
  • Axial Compression Ratio Limits of HSC Columns Confined with High-Strength Stirrups
  • Finite Element Analysis of Axially Loaded Confined Concrete Columns
  • Compressive Test on the Discontinuous Concrete Filled Steel Tubular Column-RC Beam Specimens after Cyclic Reversed Loading
  • Progressive Failure Research on Foundation Surface of Concrete Gravity Dam
  • Transverse Shearing Strain Energy Calculation of Single Cell Box Girder
  • The Intersection Method: A New Approach on the Concrete Aggregate Model
  • Experimental Study on Influence on Structural Mechanical Behavior Caused by Steel Bar Corrosion of Hollow Slab Hinge Joints
  • Displacement Based Seismic Performance Evaluation of Reinforcement Concrete Structures
  • Seismic Behavior Analysis on Reinforced Concrete Core Walls Based on Fiber Model
  • Seismic Response of Superposed Wall Panel with Different Edge Components
  • Analysis of the RC Slab under Gas Explosion Load
  • Experimental Research on Grading of Fine Aggregate in Frame Concrete
  • Experimental Study on the Seismic Behavior of Concrete Composite Bearing Walls
  • Study on Rutting of Asphalt Pavement
  • Research on Seismic Performance Objectives of High-Rise Diagrid Tube Structures
  • Study on the Application of Cooling Pipe in Thin-Walled Concrete Structure
  • Elastic-Plastic Analysis of the Reinforced Beam
  • Admixtures in Concrete Crack Control and Construction Technology Optimization
  • Finite Element Analysis of Vibrating Frequency for Skew Slab Bridge Based on Finite Strip Thought
  • Experiment Research on Performance of Low-Temperature Crack Resistance of Reinforced Asphalt Mixtures
  • Performance Index Limits of Medium-Height RC Shear Wall Components
  • Prediction Methods for Ultimate Strengths in GFRP Reinforced Concrete Bridge Deck Slabs
  • Mechanical Behavior Experiment Research on the Temporary Support Structure in Building Construction
  • Field Damage Inspection and Static Load Test Analysis of Jiamusi Highway Prestressed Concrete Bridge in China
  • A New Approach for Bearing Capacity of SRC Columns with Bond Failure
  • The Effect of Fly Ash on Calcium Leaching Properties of Cement Pastes in Ammonium Chloride Solution
  • Constitutive Model for Concrete under Multiaxial Loading Conditions
  • Discussion on Drift Limit of Fully Operational Performance Level for RC Structures
  • Numerical Analysis of Reasonable Hinge Joints Size of Reinforced Concrete Hinged Plates
  • Experimental Study of Ultimate Bearing Capacity of Hinged Plates with Different Configuration Hinge Joints
  • The Experimental Study of Early-Age Strength and Elastic Modulus of Concrete
  • Study on Effects of Soil-Structure Interaction to Earthquake Resistance of Bridge
  • The Properties of Oxidated Carbon Fibers Reinforced Cement
  • Effects Analysis of Web Cracks on Long-Term Deformation of Large Span Pre-Stressed Concrete Continuous Box Girder Bridge
  • Study of Shear Capacity in Brazilian Prestressed Hollow Core Slabs
  • A Numerical Method for Penetration into Concrete Target Using SPH-Lagrange Coupling Method
  • Nonlinear Seismic Response of Special-Shaped Column Frame Structures
  • Construction Site Measurement of High or Large-Span Form Strut System
  • Research on Temperature Stress of Large-Area Concrete Beam-Slab Structure
  • The Mechanics Behavior Study of Four-Cell Concrete Rectangle Liquid-Storage Structure under the Thermal Envirement
  • Study on Mechanical Behavior of the Key Components of High-Level Transfer Frame-Shear Wall Structure with Viscous Dampers
  • An Analytical Solution for the Elastic Moduli of Concrete with Interfacial Cracks
  • Study on Bond Properties of BFRP Bars to Basalt Fiber Reinforced Concrete
  • Study on Rupture Angle of Bulk Solid in Large Diameter Silos
  • Damage Analysis Model for RC Members Based on Level of Material
  • Measuring and Analysis of Local Stress under Anchorage of Continuous Rigid Frame Bridge
  • Analysis on Effectiveness of Landslide Control Based on Internal Force Monitoring of Anti-Slide Piles
  • Seismic Performance Evaluation of a High-Rise Building with Lapping Transfer Columns by Shaking Table Tests
  • An Analytical Solution for Joint of Prestressed and Precast Concrete Segmental Lining
  • Study on Crack Mechanism for Concrete Bedding Cushion on Rock
  • Simplified Calculation of Temperature Stress of Cast Plate in Frame Structure
  • A Study on Parameters Affect Seismic Behavior of Reinforced Concrete Specially Shaped Columns
  • Experiment Study on Concrete Block Model Shaft Lining Used in Freezing Shaft
  • FEM Analysis in Thermal Stresses of Basement Wall and Floor
  • Experimental Study on Inner Reinforced Concrete-Block Composite Shaft Lining
  • Structural Behavior of RC Cylinders Confined with High Strength Transverse Reinforcement
  • Experimental and Numerical Simulation Study on the Shear Stress for the Interfaces of Anchorage Type Structures
  • A Stress Analytical Solution of Steel Reinforced Concrete Transfer Beam
  • Experimental Equipment Research on Uniaxial Compression Stress-Strain Curve of Concrete
  • Experimental Study on Shear Behavior of Prestressed Concrete Deep Beams with Draped Tendons
  • Mechanical Behavior of the Slab on Prestressing Tendons Concentrated Arranged along the Columns
  • Ansys Analysis of Post-Tensioned Unbonded Prestressed Concrete Board with Open-Hole
  • Mechanical Behavior Analysis of the Unbonded Prestressed Concrete Slabs with Openings Strengthened by Different Methods
  • Numerical Simulation for Failure Modes of Reinforced Concrete Beams under Blast Loading
  • Analysis on Shearing Deformation of Sectional Joints Affecting Deflection of Cantilever Constructed Box Girder
  • Investigating Vertical Load Distribution and Shoring Systems of Reinforced Concrete Buildings during Construction
  • Effect of Specimen Shape and Size on Compressive Strength of Concrete
  • Research on Complex Shear Wall Bending Design
  • Beam-Shell Compound Finite Strip for the Elastic Stability Analysis of Multi-Trough Rectangle Aquedcut
  • Models of Aqueducts with Different Height-Width Ratio on Rigid Buttress
  • Calculation and Analysis on Out-Plane Force of Hollow-Shearwall in Large Space Residence
  • Performance of Rubberized High Strength Concrete after Fire
  • Measurement of the Internal Relative Humidity Distribution in Concrete
  • Study on Improving Overall Calculation Method of Mix Design Method for Fly Ash HPC
  • Physical Filling Effects of Limestone Powders with Different Particle Size
  • Nonlinear Static Analysis of RC Shear Wall Structure Based on Opensees
  • Experimental Study on the Stress Increment of Prestressed Tendons of Retard-Bonded Prestressed Concrete Continuous Beams
  • Effect of Pier Vertical Deformations on Deflections of Main Girders for High Pier and Long-Span Continuous Rigid-Frame Bridges
  • Bending of Thick Rectangular Plates with Different Boundaries under Concentrated Load
  • Fire Behaviors of Restrained RC Beams with Slab
  • Investigation on Flexural Behavior of Reinforced Concrete Beams Flexurally Strengthened by Different Methods
  • Investigation into Impact of Column Rectangularity on Shear Strength of No-Stirrup Rc Members in General Shear
  • Effect of Beam Depth and Longitudinal Reinforcement Ratio on Shear Strength of RC Beams
  • Research on Mechanical Behaviours of Three-Tower Suspension Bridges from the Perspective of Influence Line
  • The Effect of the Varied Temperature and Humidity on Creep Deflection in Service Stage of Bridges
  • Study on the Seismic Behavior of Hollow R.C Shear Wall Model Building with and without Seams
  • The Experimental Research of Carbon Fiber Confined Concrete Considering Strain Rate under Uniaxial Compression
  • Simulation of the Effect of Solar Radiation on Hardening and Hardened Concrete Wall
  • Experimental and Nonlinear Finite Element Analysis on Seismic Behavior of SRC Column and Steel Beam Planar Frame
  • Parameter Sensitivity Analysis of Vertical Deflection for Long-Span Continuous Rigid-Frame Bridge
  • Numerical Analysis of Lining Temperature Field of Hydraulic Tunnel under the Highway
  • Effect of Detailed Formations on the In-Plane Shear Capacity of Hairpin Connectors in Precast RC Floor Slabs
  • Long Term Deformation Control of Long-Span Pre-Stressed Concrete Continuous Rigid Frame Bridge with Ballastless Track
  • Three Dimensional Simulation of Steel-Concrete Composite Beams with an Interface-Slip Model
  • A Study on the Use of Construction Wastes as Coarse Aggregates on High Performance Concrete
  • Effect of Elevated Temperature on the Strength and Ultrasonic Pulse Velocity of Glass Fiber and Nano-Clay Concrete
  • Research on Deformation Capacity Design Method of Steel High Performance Concrete Structural Walls
  • Study on Mixture Proportion Optimization and Crack Resistance of Concrete of Three Gorges Dam
  • Non-Linear FEM Analysis of Steel Fiber Reinforced Concrete Shearwall
  • Effect of Curvature Radius and Transverse Distribution of Load on Shear Lag for Curved Box Girders
  • Study on the Numerical Modeling of the SRHPC Frame
  • Analysis on Flexural Behavior of Concrete Beams with CFRP-GFRP Bars
  • Cyclic Tests and Simulations of Spatial RC Frame-Shear Wall Structures
  • Flexural Capacity Study on Square Tube Filled with Steel Reinforced Concrete Members
  • Pure Shear Capacity Analysis on Square Tube Filled with Steel Reinforced Concrete
  • The Effects of the No-Load Factors on Static Response of the Gravity Dam
  • Study on the Influence Factors of Bearing Capacity of the Fiber Reinforced High Strength Concrete Three-Pile Caps
  • Finite Element Analysis of Loading Characteristics of Long-Short Piles Composite Foundation with Cushion
  • Research of Calculation Methods for Zero Block of Continuous Beam and Continuous Rigid Frame Bridges
  • Effects of Steel Slag Powder on Performance of Concrete
  • Causes and Control Measures of Mass Concrete Crack of High-Rise Building Basement Foundation Slab
  • Numerical Solution of Section Stress about Steel-Concrete Composite Beams
  • Analysis Research of Frame-Supported Transfer Beam with Opening Using Finite Element
  • Fire Experimental Study of Four-Edge Fixed Reinforced Concrete Slab in Fire
  • Finite Element Analysis on Twin Tower Building with Large Bases Subjected to Seismic Action
  • Dynamic Mechanical Response Validation of Pavement Structural under Complex Stress State
  • Prodution of Concrete Aggregates with High Strength by Using the Wastes
  • Performance Deterioration of High Strength Concrete under Mixed Erosion and Freeze-Thaw Cycling
  • Influence of Environmental Conditions on Temperature Field of Concrete
  • Performance Comparison between High Strength Concrete and Ordinary Concrete under Mixed Erosion and Freeze-Thaw Cycling
  • The Study on Implified Calculation of Cracking Torque of Steel Reinforced Concrete Combined Force
  • Experimental Study on Interface Shear Capacity of Reinforecd Concrete
  • Nonlinear Stability Analysis of Qijiadu Long-Span Deck-Type CFST Arch Bridge
  • Calculation of Internal Force of Axial Tension Member due to Temperature Variation Accounting for Cracking
  • The Clever Use of Neutron-Axis of the Girder in the Stress Measurement of the Large Span PC Cable Stayed Bridge
  • Ultimate Load Analysis of RC Beam under Combined Action of Axial, Bending and Shear Loading
  • Freeze-Thaw Deterioration Mechanism of Concrete in Different Multi-Aggressive Solution
  • Equivalent Ductility Damage Model for Seismic Response of RC Structures: Test and Verification
  • Calculation of Incremental Force of External Steel in Simply Supported Externally Prestressed Beams
  • Research on Transient Temperature of Concrete Surrounding Spiral Case and Temperature Effect on Gaps in a Hydropower Station
  • Bilateral Shear Strength of Rectangular Frame Column with Different Stirrup on Two Principal Axis
  • The Application of Reinforced Concrete Composite Floor System of Superimposing Box and Net Beam to Zibo Athletes Apartment
  • Verification of Adjustment Method of Design Seismic Shear Force of the Frame in RC Frame-Shear Wall Structure
  • Stochastic Finite Element Analysis for Shrinkage and Creep of a Concrete Bridge Based on LHS
  • Influence of Reinforcement in Outer Frame Column on the Mechanical Behavior of Multi-Ribbed Frame Grid
  • Development of the Stress-Strain Relationship for Crack Diffused Concrete
  • Research Situation on the Performance-Based Seismic Design Method for Reinforced Concrete Structure
  • Experimental Study of Stress-Strain Curves of Lightweight Aggregate Concrete
  • Analysis on Causes about Concrete Slab Cracks of Residential Projects and Research on Control Measures
  • Analysis on the Causes and Control of Pre-Mixed Concrete Floor Cracks
  • Application of Polypropylene Fiber Concrete in Underground Engineering
  • Dynamic Load-Displacement Behavior of Rc Shear Walls under Different Loading Rates: Tests and Simulations
  • Study on Early Cracking Resistance of PC Box Girder Bridge
  • Vibration Analysis of Reissner-Mindlin Plates Using Quadrilateral Heterosis Element
  • Experimental Research and Abaqus Analyses of Eccentric-Loaded L-Shape CFT Columns with Binding Bars
  • Performance of Screen Grid Insulating Concrete Form Walls under Combined In-Plane Vertical and Lateral Loads
  • Dynamic Load-Displacement Behavior Simulation of RC Columns Considering Strain Rate and Nonlinearity Effects
  • Study of Strength Criterion for Dynamic Compression of Concrete under Biaxial Equal Proportion Loading
  • The Research and Application on Calculation Model of the Stagger-Jointed Assemble Lining Structure
  • Study on Temperature Distribution Characteristic of Asphalt Mixtures of Bridge Deck
  • Structural Assessment of a 40 Year Old R.C. Building
  • Numerical Simulation of Quasi-Brittle Fracture in Concrete Structures with Extended Finite Element Method
  • A Practical Calculation Method of P-#916; Effect in Frame Structure
  • An Industrialized Multi-Layer Precast Concrete Frame Building with Middle-Joint Beams and Columns
  • Prediction of Internal Stability for Geogrid-Reinforced Segmental Walls
  • Axial Strain of Reinforced Concrete Columns
  • The Technology of Asphalt Pavement on Wei He Steel Bridge Deck
  • Design Thermal Gradients for Straddle Track Girders
  • Stochastic Gaussian Optimized Inversion of Mechanical Parameters of Reinforced Concrete Single T-Shaped Beam
  • Experimental Study on Seismic Behavior of Recycled Concrete Perforated Brick Masonry
  • Calculation of Ductility of Square CFT Stub Columns with Binding Bars Subjected to Eccentric Load
  • Experimental Study on the Shear Failurelaw of Gate Slot
  • Behavior of CFT Column Connections with Vertical Plates
  • Ultimate Load of Composite Beam Based on Effect for Cracks in the Brittle Material on Slip of Shear Connectors
  • Experimental Study on Structural Performance of a Novel Integral Noise Barrier for Urban Rail Transit
  • Finite Element Analysis of Ultimate Load-Carrying Capacity of CFST-CSW Arches
  • Applicability Study on Method of Stability Analysis for Suspendome Structures
  • Influences of Sag-to-Span Ratio and Pre-Stress of Cable on the New Hybrid Structure Composed of Truss Strings and Shell
  • Analysis in Seismic Behaviors of the Masonry-Concrete Shear Wall
  • Numerical Analysis of Post-Tensioned Coupled Wall
  • Multi-Tower Effect Analysis of Long-Span Suspension Bridge
  • Stress Distribution Regularity Analysis of Ring Plate of Concrete Filled Steel Tube Connections with Exterior Diaphragms
  • Preparation and Characteristic of PSMA/EG Composite Materials
  • Dynamic Plastoelastic Time-History Analysis on a Super High-Rise Building Structure of Anhui
  • The Analysis for the Static Responses of the through Composite Truss Bridge with Simply Supportation
  • Research on New Shear Connector in Steel-Concrete Composite Open-Web Plate Frame and Pseudo-Static Analysis of the Construction
  • Wrinkling Analysis of Stiffness Equivalence in Membrane Structures
  • Study on Flexural Behavior of the Steel-Full Depth Precast Concrete Panel Beams
  • Creep Stress Analysis of PC Composed Box Girder Bridge with Corrugated Steel Webs
  • Preparation and Properties of PS/PSMA/EG Composite Materials
  • Finite Element Analysis of Mechanical Behavior of Light-Weight Mobile FRP Bridge
  • Experimental Verification on Bearing Capacity of Concrete-Filled Steel Tube Short Columns Based on Unified Theory
  • Seismic Performance Research of High-Rise Diagrid Tube-Core Tube Structures
  • Study on Stud Shear Connectors Subjected to Single Cyclic Loading
  • Experimental Study on Neotype Anchor System in Tower of Cable-Stayed Bridge
  • Experimental Study on Seismic Performance of SRC-RC Transfer Columns and Extension Length of Shape Steel
  • Model Test on Joint Segment of Steel Truss and Composite Truss
  • Nonlinear Stability Bearing Capacity Analysis for Plate-Cone Reticulated Shell
  • Analysis of Long-Term Stress of Steel-Concrete Composite Beams
  • Experimental Study on Seismic Behavior of Full-Scale New Steel Truss Coupling Beams
  • Research on Flexural Behaviors of Cementitious Composite Material Formwork without Being Removed Concrete Beams
  • Experimental Research on Concrete-Filled GFRP Tubes and GFRP-Steel Composite Tubes under Axial Compressive Load
  • Research on Mechanical Behaviors of Composite Frame and Reinforced Concrete Core Hybrid Structures in High-Rise Buildings
  • The Constitutive Relationship of Concrete Core in Circular Concrete-Filled Steel Tubular Columns
  • Analysis of Structural Parameters of Cable-Stayed Suspension Bridges
  • Analysis of Seismic Performance of Mega Steel Braced Frame-Composite Steel Plate Shear Wall Structure
  • Nonlinear Static Analysis of Staggered Truss Steel-Timber Combined Structure
  • Finite Element Analysis on the Temperature Field within Steel Tube Reinforced Columns
  • A Robust Design of Suspenders in through and Half-Through Arch Bridges
  • Double-Superposition Assumption for Piezoelectric Laminate Beam Theory
  • Ultimate Bearing Capacity Research on the Steel Tube Composite Column Filled with Steel Reinforced Concrete
  • Structure-Soil Interaction of Buried Corrugated Steel Arch Bridge
  • Experimental Research on the Confinement Effect for the Composite Concrete-Filled Square Steel Tubular Short Columns
  • Nonlinear Finite Element Analysis of Beam String Structure
  • Influence of External Tendons on Dynamic Characteristics of Box Girder with Corrugated Steel Webs
  • Experimental Research on PBL Shear Connector for Steel-Concrete Composite Structures
  • Sliding Response of Free-Standing Cultural Relics under Earthquakes by Simulation
  • Vacuum Infusion Molding Process to Produce FRP Shell Used in an Innovative FRP-Concrete Composite Structure
  • Aseismic Analysis on a Strengthened Chinese Ancient Building by Simulation
  • Study on Stability of a New Prestressed SINGLE-Layar Spherical Lattice Shell
  • Finite Element Analysis on Dynamic Behavior of Gangue Concrete-Filled Circular Steel Tube Beam
  • Research on Vibration Characteristics and Seismic Response of Shell of LNG Tank
  • Effect of Concrete-Filled in Chord Tubes on Mechanical Behavior of RHS Steel Tube Trusses
  • Time-History Analysis of Seismic Response for the Concrete-Filled Steel Tubular Wind Turbine Tower Based on Finite Element Method
  • Interface Shear Force of Steel and GFRP Deck Composite Beam under the Effect of Temperature and Creep
  • Loading Capacity of Simply Supported Steel-Concrete Composite Slim Beams
  • Experimental Research on Seismic Behavior for Lightweight Aggregate Concrete-Filled Steel Tubular Frame
  • Finite Element Analysis of Middle Long Columns of High-Strength Concrete Filled Square Steel Tube with Inner CFRP Circular Tube under Axial Load
  • Effect of Viscous Damper on Seismic Performance of Steel-Concrete Hybrid Structure for High-Rise Building
  • Dynamic Response Analysis on Steel-Concrete Composite Frame Based on ETABS
  • Analysis of Mechanical Behaviors of a Single Pylon Cable-Stayed and Continuous Rigid-Frame Composite Bridge
  • Numerical Method and Experimental Study on the Ultimate Load Carrying Capacity of Four Tube CFST Latticed Columns
  • Experimental Study on Shear Behavior of Light Wall Composed of Oriented Structural Straw Board and Tennon-and-Mortise Connection Frame
  • Experimental Study on Residual Load Bearing Capacity of SRC Eccentric Columns after Exposure to Fire
  • Behavior of Rigid Composite Joint under Combination of Bending Moment and Tensional Force
  • Model Test Investigation on Rectangular Section Composite Micro-Pile Structure for Earth Slope Reinforcement
  • Research and Application of Level Rotational Construction Technology of DWT Cable-Stayed Bridge
  • Experimental Study on Seismic Performance of RC Composite Core Walls with Steel Tube-Reinforced Concrete Columns and Concealed Steel Trusses under Eccentric Horizontal Loading
  • Experimental Study on Seismic Performance of Mid-Rise Composite Shear Walls with CFT Columns and Embedded Steel Plate
  • Nonlinear Seismic Analysis and Structural Performance Evaluation of a Complex High-Rise Building
  • Optimal Design of a Complex High-Rise Building Based on Cost-Effectiveness Criterion
  • The Truss Structural Optimization Design Based on Improved Hybrid Genetic Algorithm
  • Optimal Design Research of Shear Wall Structure for Board High-Rise Residential Building
  • Consolidation Settlement Analyses on a Composite Foundation System Combined with Walled and Columniform Soil Improvement
  • Structural Design and Finite Element Analysis of Unfolding Process for All Composite Folding Wing of UAV
  • Preparation of Exfoliated Graphite by Microwave Using Natural Graphite with Different Particle Sizes
  • Effects of Stable Cable on Ultimate Load-Carrying Capacity of Long-Span Composite Girder Cable-Stayed Bridge with Three Pylons
  • Static and Dynamic Behaviours of Three-Tower Suspension Bridges and the Structure Selection of the Mid-Tower
  • Synergistic Effect of MgO-Based Expansive Agent and Shrinkage Reducing Admixture on Compensating the Shrinkage of Cementitious Materials
  • Combined Shape and Topology Optimization of Free Form Shells
  • Optimal Design of Truss-Plate Structures Using Two Improved Random Optimization Algorithms
  • Optimization Design of Beam Based on Genetic Algorithm
  • Optimization on Closure Scheme of Multi-Span Prestressed Concrete Box-Girder Bridge
  • Comparative Experimental Study on Flexural Property of Reinforced and Conventional PHC Pile
  • Application of Genetic Algorithm in Optimum Design of Structure
  • Prediction of Parameters Error in Method of Construction Control in Cable-Stayed Bridge
  • Dynamic Response Analysis and Optimal Design of a RC Slab to Blast Loads
  • Shape Optimization and Seismic Design of Concrete-Filled Square Tubular Column and Reduced Beam Section with Cut Web
  • Parallelizing a Modified Particle Swarm Optimizer (PSO)
  • Research of Optimization Design on Floating Floor Insulation
  • Multi-Target Optimization Design of Earthquake-Resistant Structure Taking Ductility and Cost into Account
  • Optimization Design of Earthquake-Resistant Structure Taking Discrete Variables into Account
  • Coefficient Distribution Method for Minimum Weight Design of Large-Span Determinate Trusses
  • Optimal Grillages by 3-Nodes Triangle Finite Element
  • Optimization of Structures Using Improved Genetic Algorithms for Discrete Variables
  • Design of Ocean Data Buoys Based on CFD
  • The Simulation and Analysis of Energy Saving with Compound Block Used Construction Waste
  • Structural Optimization Design of Rear Axle Housing Excited by Dynamic Load
  • Analysis on Integral Performance of Unit Glazing Curtain Wall Considering the Contribution of Glass Rigidity
  • A Novel Acoustic Emission Technique to Monitor Damage Evolution in Masonry Structures
  • Damage-Relevant Evaluation in Appraising Dangerous Buildings
  • An Effective Way to Validate Signal Arrival Time in AE Structural Monitoring
  • The Design and Application of Piezoelectric Friction Damper with Self-Powered and Sensing Control System
  • Effect of Attribute Reduction on Rough-Probabilistic Neural Network for Structural Damage Detection
  • Delamination Patch Detection in FRP Composite with 3×3 Coupler Based Mach-Zehnder Interferometer
  • The Influence of Crack on the Dynamic Characteristic and Acoustic Radiation Characteristic of Gear Plate
  • Applications of Grey System Theory to Construction Control of Cable-Stayed Bridge
  • Study on Damage Performance of Oil Storage Tank in the Basis of Modal Test and FEA
  • Damage Analysis of RC Beams Strengthened with CFRP Sheets by Acoustic Emission Technique
  • Structural Damage Detection through Chaotic Interrogation and Attractor Analysis
  • The Research on the Structure Response of Underwater Blasting on 4-Story Masonry-Concrete Building
  • Assessing the Fracture and Damage Process in Recycled Aggregate Concrete under Compressive Loading by Acoustic Emission
  • The Modal Identification of Structure Using Distributed ERA and EFDD Methods
  • Damage Detection for Truss Structures Depending on Method of Change in Elemental Modal Strain
  • Trial Study on Methods of Damage Extent Identification Based on Wavelet Transform of Strain Signal
  • Using Acoustic Emission to Quantify Damage in High-Performance Fiber-Reinforced Cement Composites under Cyclically Compressive Loading
  • Monitoring for Large Cross-Section CFSTs of a Super High-Rise Building with Piezoceramic Actuators and Sensors
  • Study on the Numerical Simulation of Massive Concrete Sidewall Hydration Heat under Negative Temperature Transient Boundary
  • Experimental Study on Temperature Fields of Dumbbell-Shape Section of CFST Arch Rib and its Effects
  • Study on the Effect of Prestress to the Dynamic Characteristics of Truss String Structure
  • Damage Detection for Underground Arch Structure Considering Errors in Baseline Model
  • Acoustic Emission Monitoring and Fracture Process of Reinforced Concrete Beams Strengthened in Flexure with CFRP
  • Influence of the Tension Variety on Non-Linear Natural Frequency of an Inclined Cable
  • Analysis and Testing of Dynamic Characteristics of Xinguang Bridge
  • Detection of Concrete Spalling Using Changes in Modal Flexibility
  • A Two-Stage Kalman Estimation Approach for the Identification of Large Size Structural Parameters
  • Characteristics of Multi-Storied Brick-and-Concrete Buildings Response to Blasting Vibration of Tunnel Excavation
  • Influences of Tunnel Excavation Blasting Vibration on Surface High-Rise Building
  • The Feasibility Study on Adding Roof in Square City of the Ming Tomb
  • Posture Adjustment and Control Algorithm for Integral Synchronous Lifting of Bridge
  • A Two-Stage Kalman Estimation Approach to Identify Parameters of a Nonlinear Elastic Structure
  • Settlement Monitoring of Passenger Railway Tianjin to Qinhuangdao
  • The Investigation and Analysis of the Use of Rail Fastening in Shanghai
  • Experimental Research on Influence of Temperature on PZT-Based Health Monitoring for Smart Aggregates
  • Application of FBG Sensors in Shaking Table Test of Frame-Shear Wall Structure Model
  • Characteristics and Application of BOTDR in Distributed Detection of Pile Foundation
  • Application of Neural Network in Displacement Prediction of Dongping Tunnel
  • Study of Load Test of Pedestrian Suspension Bridge
  • Application Analysis of Structure Deformation Monitoring Prediction Methods
  • Effect of Computational Patterns of PCA on Moving Force Identification
  • A Technique Based on Kalman Filter and Least Square Estimation for Time Domain Structural Damage Detection
  • Investigation Concerning Vibration Reduction of Self-Anchored Suspension Bridge under Vehicle Braking Forces
  • Study on Parameters for Identification of Wavelet Packet Energy Spectrum for Structural Damage Alarming
  • Bidirectional Moving Vehicle Load Identification from Bridge Responses
  • A Metamodel Based Damage Identification Method
  • Optimized Based on Cloud Model Extension Assessment of Slope Stability
  • Construction Monitoring of Long Span Continuous Rigid Frame Box Girder Bridge
  • Vibration-Based Crack Identification of Generally Supported Beam Structures
  • Technique Research on Strength Estimation of Pile Foundation Based of Model Analysis
  • Early Age Temperature Rise and Thermal Stresses Induced in Concrete Bridge Pier
  • Safety Assessment for Single-Tower Self-Anchored Suspension Bridge
  • A Real-Time Remote Automatic System for Monitoring the Subsidence of Building
  • Negative Selection Algorithm Using Natural Frequency for Novelty Detection under Temperature Variations
  • Application of Adaptive Control System in High Speed Railway Bridge Construction Control
  • A Comparison of Artificial Neural Network Learning Algorithms for Vibration-Based Damage Detection
  • Stress Concentration and Deflection of Box Girder under Shear Lag Effect
  • Study on Benchmark Structure Damage Identification Base on Frequency Response Function and Genetic Algorithm
  • Effects of Closure Phase on Vertical Density Profile of Fiberboard
  • Structural Damage Detection with Cross Correlation Function of Vibration Observations
  • The Semi-Active Control Considering Structure-Basement-Pile-Soil Interaction
  • Numerical Analysis of Causes and Cures of Longitudinal Reflection Cracking on Side-by-Side PC Box-Girder Bridge Deck
  • Swelling Potential Indexes of Swelling Rock in Zhangjiakou District
  • Research on the Impounding Test of Trial Span of Cao River Aqueduct
  • Finite Element Model Updating Based on Direct Optimization Technique
  • Studies of Monitoring Technology of High Formwork Bracket Construction of the Memorial Hall for the Battle of Crossing the Yangtze River
  • Semi-Active Control on Stay Cable Vibration Based on Fuzzy Logical Theory
  • Research on Deformation Monitoring of Large Span Hyperbolic-Paraboloid Composite Torsional Shell
  • Computer Aided Health Monitoring System for Super-Huge Spacial Cable Structures
  • Dynamic Time-History Deformation Response Analysis of Long-Span Beam Bridge Subjected to Flowing Ice
  • Theoretical Analysis for Effects on a Base-Isolated High-Rise Building
  • Dynamic Test and Analysis of Concrete Filled Steel Tube Arch Bridge
  • Damage Detection of Plane Member Structures Based on Modal Curvature Difference Method
  • A Seismic Effective Method for Double-Layer Reticulated Shell Using Buckling-Restrained Braces
  • Elastic Waves in Pipe Resting on Two-Parameter Foundation
  • A Mixed Control System of 3D High Rise Benchmark Building Model Based on Genetic Algorithm
  • Study on the Damage Detection of RC Frame Beams Based on the Vibration Mode Slope Change Rate
  • Monitoring of External Prestressing Tendons Construction Process of Jiamusi Highway Prestressed Concrete Bridge during Strengthening in China
  • Dynamic Test Signal Analysis and Modal Parameters Identification of High-Pier Long-Span Rail Bridge Based on HHT
  • Sensored Elastomeric Bridge Bearing and its Application
  • Experimental Studies on the Superelastic Properties of SMA Material
  • Stress and Strain Concentrations in an Elastic Bar of Circular Cross-Section with Semielliptic Groove Subjected to Tension
  • The Applied Research on TMD Control in Structures for Seismic Protection
  • Analysis of Subharmonic Resonance Response of the Time-Delayed System
  • Capillary Absorption of Liquid by Powder Compact and its Application on Preparation of Repeatable Cement Compacts
  • Vibration-Based Damage Identification Method Using Modified Back-Propagation Neural Networks
  • Equidirectional Umbrella Diameter Changing Mechanism for Ultrasonic Inspection of Seabed Pipelines
  • Evaluating Identification Indices on Damage Detection by a Fuzzy Analytical Hierarchy Process
  • Steel Bar Corrosion Monitoring by Potentiostatic Pulse Method
  • All-Solid-State Reference Electrode Based on Polymer Composites for Corrosion Monitoring of Steel in Concrete
  • Performance Analysis of Fire-Resistant H-Beam Steel
  • The Stress and Strain Concentrations in Curved Beams of Finite Thickness with End Moments
  • Finite Element Analysis of Staircase under Earthquake Action
  • Experimental Study about the Performance of the Piezoelectric Friction Damper
  • Experimental Study of Buckling-Restrained Brace System with Pall-Typed Frictional Damper
  • Numerical Analysis and Performance Test of Bidirectional Piezoelectric Control Device
  • Static Finite Element Model Updating for Special-Shaped Bridge Based on Uniform Design Method
  • Optimal Design of Microseismic Monitoring Networking and Error Analysis of Seismic Source Location for Rock Slope
  • Research on the Evaluation of the Tunnel Leakage Classification Based on BP Artificial Network
  • Comprehensive Evaluation of In-Service RC Flexural Member#8242;s Reliability Based on Attribute Mathematics
  • The Pile Bearing Capacity Analysis Based on ANSYS and Reliability Analysis
  • Study on Reliability of Jacket Offshore Platform by Seismic Action Based on ANSYS
  • Structural Optimization of Offshore Jacket Platform Based on ANSYS
  • Structural Reliability Analysis with Uncertainty-but-Bounded Parameters Based on Meshless Method
  • Influence of Cover Porosity on Steel Corrosion in Cement-Based Materials
  • Effect of Sulfate Ions on the Corrosion Behavior of Steel in Concrete Using Electrochemical Methods
  • The Research of Concrete Durability Design
  • X-Ray Computed Tomography Studies of 3D Meso-Defect Volume Distribution Changes of Cement Paste due to Carbonation
  • The Application of Unascertained Theory in Quality Comprehensive Evaluation of Bridge Engineering
  • Behavior of Different Corrosion Ratio RC Beams under Fatigue and Monotonic Loads
  • Reliability Research of Masonry Column Strengthened with CFRP Based on Monte-Carlo Method
  • Efficient Algorithm of Engineering Structural Reliability and its Realization with Matlab
  • Engineering Structural Reliability Calculation Based on Algorithm of Most Optimization Calculation and its Realization with Lingo
  • Predicting the Remaining Service Life of Reinforced Concrete Members after Fire Exposure
  • Reliability Analysis of Earth Slopes Using Differential Evolution
  • Artificial Bee Colony Algorithm for Reliability Analysis of Engineering Structures
  • Fuzzy Matter-Element Evaluation Method for Reliability Analysis of an Existing Highway Tunnel
  • Electromagnetic Field in the Chaotic Motion of Thin Plate
  • Fractal Characterization of Corroded Surface Profile in Reinforcing Steel Bars
  • Freeze-Thaw and De-Icing Salt Resistance of Concrete Containing Mineral Admixtures and Air-Entraining Agent
  • Three Dimensional Numerical Modeling for the Stratified Rock Slope and the Parametric Analysis
  • Resistance of Hydrated Cement Paste to Acid Attack and Kinetics Analysis of Corrosion
  • Numerical Simulation Method for Predicting Chloride Concentration Distributing around Reinforcement in Concrete
  • Environment-Based on Experimental Design of Concrete Structures
  • The Fractal Character of Corrosion Steel Surface
  • Reliability Estimating of Existing Bridge Using Dynamic Monte-Carlo Method
  • Research Methods of Applicable and Durable Configurations of Concrete Bridge
  • The Research of the Effect of Dynamic Load and Temperature on the Diffusion Performance of Chlorideion in Concrete
  • Quantitative Characterization of Effective Porosity in Cement-Based Composite Materials
  • Time-Dependent Reliability Analysis of Existing Tunnel Structures Based on the Bayesian Method
  • A Key Parameter in a Novel Fatigue Crack Growth Model
  • Probabilistic Analysis of Corrosion-Induced Resistance Degradation of Reinforced Concrete Bridge Beam under Incomplete Information
  • Influence of Flexural Loading on Permeablility of Chloride Ion and Diffusion Coefficients in RC Beams
  • The Effects of Carbonation on Damping Capacity of Reinforced Concrete Materials
  • Prediction of Chloride Ingress into Concrete by Capillary Absorption
  • Damage Analysis on a Frame Structure under Repeatedly Blasting Vibration
  • Durability of E-Glass Fiber Reinforced Polymer Subjected to Freeze-Thaw Cycle and Sustained Load
  • Probability Evaluation Method for Cable Safety of Long Span Suspension Bridges under Extreme Wind Load
  • Durability of Ancient Earthen Architecture under Wind Erosion in the Milan Ancient City along the Silk Road of China
  • Analysis on Fatigue of Natural Corrosion Steel Bars
  • Study on Durability Damage Rules and Aging Prediction Method of Geosynthetics
  • Study on Shrinkage of Concrete Based on BP Neural Network
  • Residual Life Predication of Reinforced Concrete Elements Based on Time-Varying Reliability
  • Seismic Assessment of RC Structures in Service Affected by Reinforcement Corrosion
  • Reliability Analysis of Hydraulic Tunnel Lining Structure with Stochastic Finite Elements Method
  • Time-Dependent Reliability Analysis of Existing Double-Curvature Bridge Strengthened with Augment Section Method
  • A Study on Risk of Durability Failure for Construction Projects of Tunnels and Underground Projects
  • The Application of the Improved Interval Number Fuzzy Comprehensive Method in Bridge Evaluation
  • Research on Bending Resistance of Corroded RC Beams
  • Durability of BFRP and Hybrid FRP Sheets under Freeze-Thaw Cycling
  • Reliability Analysis of PC Structure in Chloride Corrosion Subjoining Cyclic Freeze-Thaw
  • Study on Permeability of Concrete under Sustaining Tension
  • Water Sorptivity and Permability of New-Old Concrete Composite System
  • Study on the Stability of Underground Constructions with Different Locations in Alpine and Gorge Region
  • Study on Statistical Parameters of Resistance of Steel Highway Bridge Reliability Design in China
  • Condition Evaluation of Existing Long-Span Bridges Using Fuzzy Based Analytic Hierarchy Process
  • Fatigue Analysis of the Asphalt Mixture Beam Using Damage Evolution Equations
  • Failure Probability of Salt Rock Underground Gas Storage Cavern Based on Random Field Model of Material Parameters
  • Aging Behaviors of Natural Rubber in Isolation Bearings
  • A Least Square Support Vector Machine Approach Based on Uniform Design Method for Structural Reliability Analysis
  • Durability Evaluation Analysis of Reinforced Concrete Structures Based on Extension Method
  • Damage Analysis of Mianzhu School Buildings in Wenchuan Earthquake
  • Stochastic Analysis of Chloride Profiles in Concrete Structures
  • Study on Operating Vehicle Load Limit of Sub-Health Bridge
  • Influencing Factors Sensitivity Analysis of Carbonization Life of River-Crossing Tunnel Lining Structures
  • Effects of the Concentration of Sodium Chloride on the RCM Test
  • Study on Predicting Service Life of Concrete through Accelerated Permeability Test
  • The Ultimate Bearing Capacity Analysis of P.C. Bridge Based on Material Performance Degradation
  • Study on Neutralization Model for Fly Ash Concrete Subjected to Acid Rain
  • Research on the Process of Concrete Damage under Frost Action
  • A New Method of Reliability Analysis on Strength and Stiffness for Frame Structure
  • Characterization of Steel/Concrete Interface for a Long-Term Corroded Beam Stored in Chloride Environment
  • Experimental Study on Short-Term Rigidity for Reinforced Concrete Beams Strengthened with CFRP Board
  • The Effect of Freeze-Thaw Cycles on Mechanical Properties of Concrete
  • Experimental Investigation on Shear Behavior Of GFRP-Concrete Hybrid Beams
  • A Method of Determining Strengthening Design Ground-Motion Parameters for the Existing Building
  • Seismic Reinforcement Conception Design of Existing Masonry Structure
  • The Finite Element Analysis of Crack Propagating in Bolt-Supported Jointed Rock-Mass
  • Analysis of Subsidence and Bearing Capacity of Consolidated Ground
  • Vibration Control of Plan-Asymmetric Buildings Using Active TLCGD
  • Application of Pile Underpinning for Strengthening Design of Longgan Bridge
  • Nonlinear Analysis of Structures Supported on Hysteric-Friction Isolation System with Elastic-Plastic Displacement-Constraint Device under Main Shock and Aftershock
  • Application of Energy Dissipation Technology to C-category Frame Structure of School Buildings for Seismic Retrofit of Increasing Precautionary Intensity
  • Research on Mechanisms and Ground Uplifting Effects by Grouting Taken the Grouting-Soil-Building Interaction into Account
  • The Rehabilitation of Pile Foundation of a Concrete Continous Bridge in Guangzhou City
  • Mechanism of Debonding Failure between Reinforced Layer with Stainless Steel Wire Mesh and Polymer Mortar and RC Structures
  • Research of Stress Concentration and Retrofitted Methods for Orthotropic Steel Bridge Decks
  • Analysis of Relationship between Pile Quality and its' Bearing Capacity
  • The Reinforcement Design of Special Vertical Irregular Steel-Concrete Composite Structure
  • Experimental Study on Steel-Concrete Interface Skid Resistance Properties
  • Application of Flexible Reinforcement on Anchored Cave Dwelling Based on Numerical Calculation with Rheology
  • Reseach on Flexural Behavior of Reinforced Concrete Beams Strengthened with Prestressed Near Surface Mounted CFRP Tendons
  • Out-of-Plane Behavior of Masonry Walls Strengthened with Ferrocement
  • Study on Crack Causes and Strengthening Measures of Large Span PC Continuous Box Girder Bridges
  • Research on the Properties of the Concrete Filled Steel Tube Columns with CFRP Composite Materials
  • Properties of Interface Structure between Ultra-Thin White Topping and Old Concrete Pavement
  • Shrinkage Performance of Adherence of New Steel Fiber-Reinforced Concrete to Old Concrete
  • Research on Hysteretic Behavior of the Concrete Filled Square CFRP-Steel Tubular (S-CFRP-CFST) Beam-Columns (II): Experimental Results and Analysis
  • Research on Hysteretic Behavior of the Concrete Filled Square CFRP-Steel Tubular (S-CFRP-CFST) Beam-Columns (I): Experimental Study
  • Reliability Analysis and Design Suggestion of Concrete Structure Bonded Rebars with Inorganic Material
  • Creep Properties of CFRP-Steel Composites Subjected to Tensile Loads
  • Effect of Cycle-Counting Methods on Fatigue Evaluation of Railway Bridges
  • Experimental Investigation on Anchorage Mechanisms of Self-Locked Anchor under Combined Tension and Shear
  • Bearing Behavior of Steel Foot Pipe in Tunnel on Soft Base
  • Flexural Behavior and Ductility of Concrete Beams Strengthened with Near-Surface Mounted GFRP Bars
  • Experimental Study on the Steel Bar/Wire Mesh Reinforced Preplaced Aggregate Concrete Composite Strengthening of Concrete Square Columns
  • Prediction of Bond Strength of FRP-Concrete Based on Multiple Linear Regression Method
  • Experimental Research on the New Method of Complex Reinforcement for Steel Beam
  • Experimental Study on Flexural Performances of Concrete Beams Strengthened with Near-Surface Mounted (NSM) FRP Reinforcement
  • On the Soil-Structure Interaction Numerical Study of Strengthening Design of Sluice within Mining Subsidence Areas
  • Applications of Muti-Ribbed Walls in the Strengthening of Masonry Structures with Bottom Frame
  • Reinforcement Method with CFRP in Longmen Grottoes Plank Way Slab
  • Numerical Analysis on Settlement Law of an Underpinning Structure Composed of Piles and Beams
  • Centrifuge Model Tests on Geotextile-Reinforced Slope in Situation of Excavation
  • Nonlinear Finite Element Analysis of the Reinforced Concrete Box Girders Strengthened with Carbon Fiber Sheets
  • Interface Properties of Cracked RC Beams Strengthened with Prestressed Hybrid FRP - Part I: Crack Height
  • Numerical Simulation of Bolted-Steel Plates Strengthened Coupling Beams
  • The Research on the Stability of the Foundation and Grouting Treatment Effect under the Process of Surface Structures in Old Mined-Out Areas
  • Behavior of Large-Scale Circular and Square RC Columns Confined with Carbon Fiber-Reinforced Polymer under Uniaxial Compression
  • Numerical Analysis of Foundation Settlement for a Fifteen-Story Moving Building
  • Friction Loss of Externally Prestressed Concrete Beams with Carbon Fiber-Reinforced Polymer Tendons
  • A Method of Strengthening Concrete Suspension Bridges
  • Research on the Effect of Injury Beams Strengthened with Carbon Fiber Reinforced Polymer (CFRP) of the Unloading Degree
  • Degree of Monolithic Secure and its Application in Aseismic Strengthening of Existing Engineering Structure
  • A New Widening Method of Reinforced Concrete Box Girder and its Experimental Research
  • Meso-Level Numerical Study on Different Type of Fiber Reinforced Concrete
  • Simulation Study on Concrete Structure Bonding with Steel Plate
  • Numerical Simulation Analysis of Pullout Test of Planting Steel - A New Reinforcement Technique
  • Simulated Analysis for Strengthening RC Beam Bonding with External Steel Plate
  • Boundary Condition Updating of Bridge Structure Based on Mode Parameters
  • Study on Field Detection and Monitoring Test for a Project of Large Area Soft Foundation Treatment
  • Experimental Research on Aseismic Strengthening of R.C Cross-Shaped Columns
  • Debonding Prediction of RC Beam Flexurally Strengthened with Prestressed FPR
  • An Experimental Study on Flexural Behavior of Reinforced Concrete Beams Strengthened with High-Performance Ferrocement
  • Seismic Behavior of R.C. T-Shape Columns Strengthened with CFRP and Steel Plate
  • On-Site Test Study of RC Slabs Strengthened with CFRP and BFRP
  • Experimental Study on Anti-Seismic Restoration of Rowlock Walls
  • Ground-Penetrating Radar Detection of the Defects in Tunnel Lining
  • Experimental Investigation on the Anchorage Mechanics of Anchorage Cable of the late Model with the Pressure Uniform
  • Mechanical Behavior of FRP-Confined Rectangular Concrete Column
  • Study on Development Strategy of University's Architectural Design Enterprise
  • On the Relationship between Deteriorated Level of ASR Damaged Concrete and Lithium Migration from Acceleration Lithium Migration Technique Test
  • Evaluation and Performance of Repair Materials for Rehabilitation of Concrete Structures
  • Study on Stress-Strain Relationship of FRP-Confined Concrete Filled Steel Tubes
  • Axial Compressive Behavior of CFRP-Confined Concrete Columns Subject to Short-Term Preloading
  • Local Stiffening of Steel I-Beams by Using CFRP Materials
  • Comparing the Use of CFRP Laminates with Light Gauge Galvanized Steel Plates in Structural Strengthening of Beams Subjected to Flexural Loading
  • Test Research of Prestressed Concrete Beams with CFRP under Low Cyclic Loading
  • Lateral Force Demand of Essential Equipments in Hospital Buildings for Earthquakes
  • Analysis for Axial Vibration and Internal Forces of Totally and Partially Embedded Pile Groups with Flexible Caps
  • Earthquake Impact Analyses on Slopes Using Finite Element and Limit Equilibrium Methods
  • Analysis on Aseismic Performance of the Beijing Yintai Center
  • Bridge Buffeting Analysis Based on POD and Aeroelastic Coupling Method
  • Dynamical Characteristics Research on Cable Dome
  • Wind Speed Profile and Gradient Height in Typhoons Observed by Vehicular Doppler Radar in South China
  • The Isolation Effect Analysis of Base and Story Isolation System in Vertical Seismic Action
  • In-Plane Cyclic Test on Framed Dry-Stack Masonry Panel
  • Parallel Computing Traveling Wave Effect on the Seismic Response of 3D Valley Topography Site under Long-Period Seismic Excitation
  • Interaction of Multiple Semi-Cylindrical Gaps and a Shallow-Buried Cavity
  • Large Eddy Simulation of Wind Field around Large-Span Cantilevered Roofs
  • Investigation on Applicability of Pushover Analysis on High-Rise Diagonal Grid Structural System
  • First-Order Nonlinear Pseudo-Beat Vibration Model Identification of High Rise Buildings
  • Dynamic Characteristics Research in Frame Structures Subjected to Vertical Vibration
  • Seismic Analysis of Continuous Rigid Frame Bridge with Energy-Based Modal Pushover Method
  • Numerical Simulation of Wind Pressure Distribution on Structure Roofs with Suspension Solar Panels
  • System Identification of High-Rise Building under Unknown Seismic Excitation with Limited Output Measurements
  • Discussion on the Seismic Design Analysis Method of Masonry Building
  • Estimating Seismic Energy in Structure with Wavelet Transform
  • Long-Period Response Spectrum and Earthquake Response Analysis of Super High-Rise Building
  • Seismic Behavior Analysis and Seismic Strengthening of Corner Joints without Seismic Details
  • 3D Temporal Characteristics of Scale Model Responses in Shaking Table Test
  • Modeling of Hysteretic Damper in Three-Story Steel Frame Subjected to Earthquake Load
  • Study on Disk Spring Two-Storey Rolling Isolator
  • An Experimental Study on Mechanical Behavior of Superelastic NiTi Shape Memory Alloy Bar Subjected to Torsion
  • Investigation and Summarization of Buildings from the April 14, 2010 Yushu (China) Earthquake
  • Study on Mechanical Properties of a through Tied Arch Bridge Model with Different Wind Bracing Forms
  • An Experimental Study on Seismic Performance of Reinforced Masonry Structure with Small-Sized Concrete Hollow Blocks
  • Experimental Investigation on Mid-Story Isolated Structures
  • Seismic Response Analysis of Substation Involving Interaction of Main Structure-Electrical Equipments
  • Analysis of Earthquake Response on Isolated Building with Limiting Displacement Protective Devices
  • Seismic Reliability of Long-Span Bridges Based on the First Order Reliability Method
  • Dynamical Response of Circular Tunnel with Steel Lining under the Action of Blasting Vibration
  • Seismic Response Analysis of Unequal Altitude Double-Tower Connecting Structure with the Changes of Connecting Beam Location
  • Parameter Identification and Numerical Analysis of Shaking Table Tests on Liquefiable Soil-Structure-Interaction
  • The Vibration Affects the Adjacent Sensitive Building and its Control Countermeasures
  • Simulation of Flow past Cable with Upper Rivulet on its Surface and Investigation of the Cable Dynamics
  • Seismic Response Analysis of Pier in Deep Water with Wave Effect
  • Studies and Improvements on Modal Pushover Analysis and Application on Bridge
  • Numerical Simulation on Wave Forces Acting on Superstructure of Twin-Decks Bridge
  • The Application of Increment-Dimensional Blocks PIM on the Base-Isolated Structure
  • Time History Analysis of the Non-Symmetrical Special-Shaped Column Structure on Multi-Dimensional Seismic
  • Wind-Induced Response of the Solar Chimney
  • Experimental Research on Aerodynamic Characteristics of Bridge Deck at Extreme Attack Angles
  • Research on Torsional Vortex Resonance of a Streamlined Bridge Girder
  • AMD Application for Suppressing the Lateral and Torsion Buffeting Response of Suspension Pipeline Bridge
  • Numerical Simulation of Backward Facing Step Flow Using Nonlinear Eddy Viscosity Model
  • Error Study of Displacement Model for Seismic Analysis of Long-Span Structures Subjected to Multi-Support Earthquake Excitations
  • An Improved Three-Strut Model for Masonry Infills in RC Frame Structures
  • Seismic Design of R.C. Stairs in Masonry Structure
  • Seismic Analysis of Separated Platform Subway Station Structure
  • Simulation of Non-Gaussian Wind Pressure Fields on Domed Structures
  • Characteristics of Wind Loads on Spherical Shells with Large Rise-Span Ratio
  • Shaking Table Model Test for Vertical Seismic Response of Bent-Type Aqueduct
  • Nonlinear Seismic Behaviors of Girder Bridge with Single-Column Pier
  • Parametric Study of Longitudinal Seismic Pounding Response for RC Girder Bridge Based on Kelvin Impact Model
  • A Novel Concept for Describing the Wind Sensitivity of Structures
  • Analysis of Vibration Control due to Strong Earthquakes
  • Study on Seismic Performance of Coupled Shear Walls with Vertical Dampers
  • Seismic Performance of Reinforced Concrete Pier with Inside Concrete Filled Steel Tube
  • Analysis of Soil-Structure Interaction (SSI) Effects on Seismic Response of Base-Isolated Structures
  • PFC Simulation on Shaking Table Concrete-Faced Rockfill Dam Model Test
  • Seismic Damage Prediction of Multistory Brick Buildings Based on RBF Neural Network Model
  • Seismic Response of the Asymmetric Structure Isolated by the Friction Sliding Bearings
  • Wind Vibration Response Analysis for Plate-Cone Reticulated Shell
  • Seismic Behavior of Shifang Telecom Building under Conventional Earthquakes
  • Static Elasto-Plastic Analysis of Buildings with Steel Tower on Top under Rare Earthquake
  • Design and Optimization of a New Type of Sliding Isolated Bearing and its Application
  • Recent Development in Analytical Models for Earthquake-Induced Pounding between Adjacent Bridge Structures
  • Dynamic Response on Earthquake Analysis of Bridge Structure Isolated by Lead-Core Rubber Bearing
  • Seismic Performance of Concrete-Filled Square Tubular Column and Reduced Steel Beam Joints
  • Dynamic Response of Shallow Buried Tunnel Subjected to SH Wave
  • Optimum Control System for Seismic and Aerodynamic Flutter Response of Cable-Stayed Bridge Using Magnetorheological Dampers
  • Wind Loading and Wind Effects on the Roof of Harbin West Railway Station
  • Wind Loads Simulation of Tall Building Structure Subjected to Wind-Structure Interaction
  • The Equivalent Damping Ration in Capacity Spectrum Method
  • Elastic-Plastic Time History Analysis of Self-Anchored Cable-Stayed Suspension Bridge
  • A Study on Dissipation of Cumulative Hysteretic Energy in Reinforced Concrete Frame Structures
  • Research on the Wind Environment around the Wenyuan Building in Tongji University
  • Study of the Analysis Methods of Wave-Passage Effect Based on ABAQUS
  • Analysis of Flutter Stability of Cable-Stayed Bridge with Single Cable Plane
  • Study on the Method of Structural Seismic Performance Evaluation Based on the Damage Spectra
  • Seismic Performance Evaluation of SRC Frames Based on Incremental Dynamic Analysis
  • Nonlinear Numerical Simulation of Shaking Table Tests of a RC Frame-Shear Wall Model
  • Research on Seismic Isolation Properties for DFPS System
  • Research on Simplified RC Frame Column Model under Blast Load
  • Evaluation of Intensity Measures for Pulse-Like Ground Motions
  • Probability Distribution Analysis of Structural Response under Non-Gaussian Wind Loads
  • Analysis of Dynamic Response of High Rockfill Embankment under Seismic Loads
  • A New Type of Hybrid-Passive-Damper
  • Effect of Pounding at Expansion Joints on Seismic Response of Long-Span Suspension Bridge under Strong Earthquakes
  • Wind Load Time-History Simulation Study Based on Neural Network
  • On Wind-Induced Vibration Respons of Tall Building with Wind-Structure Interaction
  • Wind Load on Complex-Shape Building
  • Comparison and Research on Seismic Performance between Guidelines for Seismic Design of Highway Bridges and Eurocode 8 for Seismic Design of Bridges
  • Dynamic Analysis of Slanting Type Five-Span Continuous CFST Arch Bridge without Wind Tied-Bracing
  • Prestress Rubber Isolator and its Mechanical Properties
  • Research on Blast-Induced Seismic Action
  • Effects of Spatial Variable Ground Motions on the Seismic Response of Base-Isolated Building
  • The Study on SMA Pseudo-Rubber Metal Damper's Control Efficiency on Aseismic Pounding in High-Pier Bridge in Shaking Table Testing
  • Research on Prediction Method of Steel Frame-Reinforced Concrete Shear Wall Hybrid Structure Earthquake Response Based on Energy Concept
  • Geotechnical Seismic Isolation System - Experimental Study
  • Parameters Analysis of Train Running Performance on High-Speed Bridge during Earthquake
  • Design for Composite Liners of Landfill under Alternating Cycles of Wetting-Drying and Freezing-Thawing
  • Preparation of Residual Soil Samples by Using Modified Method
  • Research on Anti-Rutting Performance of High Modulus Asphalt Concrete Pavement
  • Position Determination in Three Dimensional Structural Testing System
  • Analysis of a Heat Flux over a Region with a Crack near a Rigid Inclusion
  • Calculation of Safety Factor of the Slope under Horizontal Seismic Forces Based on the Inclined Slice Method
  • Gradation Segregation Control in Asphalt Pavement Construction
  • Factors that Contribute to the Generation of Construction Waste at Sites
  • Effect of NH4H2PO4 Content on Properties of the Mullite-Based Investment Materials
  • Research on the Factors Affect the Settlement of Soft Pile in Double-Layered Foundation
  • Simplified Method of Active Earth Pressure for Special Inner Support Structure
  • A Destructive Field Study on the Behavior of Pile under Ten
  • Impact of Mandatory Medical Insurance on Construction Contractors in Saudi Arabia
  • Experimental Study on Performance of Pressure Sensor and Similar Material Model
  • Axial Strength of Concrete-Filled Square Steel Tubular Columns Reinforced by Inner Circular Steel Tube
  • Seismic Performance on Dumbbell-Shape Connection between Steel Beams and Rectangular Concrete-Filled Tubular Column
  • New Passivating Method to Galvanized Zn Coatings on Steel Substrate
  • Nonlinear Analysis on Reinforced Concrete Frame Joints under Thermal-Stress Coupling
  • Quantification Methods for Construction Waste Generation at Construction Sites: A Review
  • The Seismic Analysis of Kiewitt Shell Based on the SMA Three-Dimensional Isolator
  • The Research on Preparation of a New Building Material with EMR and their Properties
  • The Analysis on how the Polypropylene Fiber Reinforced Concrete Works
  • Experiment Study on Resistance of Ultra-High Performance Cementitious Composites Subjected to the Deep Penetration Scaled Earth Penetrator
  • The Simulation and Role of Discontinuous Yield Behaviors of Material
  • Compressive Strength of Hardening Fluid Concrete by Explosion
  • An Analytical Model of Stress-Transfer in the Nano-Composites with Debonding Interface
  • Development and Application of High-Performance Self-Compacting Fair-Faced Finish Concrete under Complex Conditions
  • Study on the Cut-and-Fill Roadbed Reinforced by Triaxial Geogrid