08036cam a2200673Mi 45000010009000000050017000090060019000260070015000450080041000600030004001010400136001050660007002410150019002480160018002670190195002850200018004800200015004980200018005130200015005310200027005460200015005730240035005880240025006230350326006480370053009740500013010270720017010400720023010570720016010800490009010961000016011052450051011212500012011722600057011843000034012413360026012753370026013013380036013273470024013635880026013875050595014135050592020085050599026005050598031995000053037975202249038506500076060996500051061756550022062267000021062487760147062698560073064168800609064899030009070989030009071079030009071169990079071259280158072041174639020210625184110.4m o d cr |n|---|||||191012s2018 xx o 000 0 eng dICU aEBLCPbengepncEBLCPdOCLCQdYDXdGW5XEdOCLCFdYDXITdCAUOIdLEAUBdOH1dAU@dUKMGBdLQUdLEATEdUX1dAUDdVT2dUPMdUKAHLdOCLCO c(S aGBB9997862bnb7 a0192058632Uk a1077557877a1086526168a1096832853a1105169514a1122817288a1125745681a1131968453a1136260745a1152042741a1155135206a1156165487a1156356734a1157260907a1160243597a1162664916a1162688204 a9783319947433 a3319947435 z9783319947426 z3319947427 a9783319947440q(print) a33199474437 a10.1007/978-3-319-94743-32doi8 a10.1007/978-3-319-94 a(OCoLC)1122920000z(OCoLC)1077557877z(OCoLC)1086526168z(OCoLC)1096832853z(OCoLC)1105169514z(OCoLC)1122817288z(OCoLC)1125745681z(OCoLC)1131968453z(OCoLC)1136260745z(OCoLC)1152042741z(OCoLC)1155135206z(OCoLC)1156165487z(OCoLC)1156356734z(OCoLC)1157260907z(OCoLC)1160243597z(OCoLC)1162664916z(OCoLC)1162688204 acom.springer.onix.9783319947433bSpringer Nature 4aTA1-2040 7aTGMD2bicssc 7aSCI0960002bisacsh 7aTGMD2thema aMAIN1 aPaz, Mario.10aStructural Dynamics :bTheory and Computation. a6th ed. aCham :bSpringer International Publishing AG,c2018. a1 online resource (629 pages) atextbtxt2rdacontent acomputerbc2rdamedia aonline resourcebcr2rdacarrier atext filebPDF2rda0 aPrint version record.0 aIntro; Preface to the Sixth Edition; Preface to the First Edition; Contents; Part I: Structures Modeled as a Single-Degree-of-Freedom System; 1: Undamped Single Degree-of-Freedom System; 1.1 Degrees of Freedom; 1.2 Undamped System; 1.3 Springs in Parallel or in Series; 1.4 Newtonś Law of Motion; 1.5 Free Body Diagram; 1.6 DÁlembertś Principle; 1.7 Solution of the Differential Equation of Motion; 1.8 Frequency and Period; 1.9 Amplitude of Motion; 1.10 Response of SDF Using MATLAB Program; 1.11 Summary; 1.12 Problems; 2: Damped Single Degree-of-Freedom System; 2.1 Viscous Damping8 a2.2 Equation of Motion2.3 Critically Damped System; 2.4 Overdamped System; 2.5 Underdamped System; 2.6 Logarithmic Decrement; 2.7 Response of SDF Using MATLAB Program; 2.8 Summary; 2.9 Problems; 3: Response of One-Degree-of-Freedom System to Harmonic Loading; 3.1 Harmonic Excitation: Undamped System; 3.2 Harmonic Excitation: Damped System; 3.3 Evaluation of Damping at Resonance; 3.4 Bandwidth Method (Half-Power) to Evaluate Damping; 3.5 Energy Dissipated by Viscous Damping; 3.6 Equivalent Viscous Damping; 3.7 Response to Support Motion; 3.7.1 Absolute Motion; 3.7.2 Relative Motion8 a3.8 Force Transmitted to the Foundation3.9 Seismic Instruments; 3.10 Response of One-Degree-of-Freedom System to Harmonic Loading Using MATLAB; 3.11 Summary; 3.12 Analytical Problem; 3.13 Problems; 4: Response to General Dynamic Loading; 4.1 Duhamelś Integral -- Undamped System; 4.1.1 Constant Force; 4.1.2 Rectangular Load; 4.1.3 Triangular Load; 4.2 Duhamelś Integral-Damped System; 4.3 Response by Direct Integration; 4.4 Solution of the Equation of Motion; 4.4 Box 4.1 Coefficients in Eqs. (4.34, 4.35 and 4.36).; 4.5 Summary; 4.6 Analytical Problems; 4.7 Problems; 5: Response Spectra8 a6.6 Elastoplastic Behavior6.7 Algorithm for Step-by-Step Solution for Elastoplastic Single-Degree-of-Freedom System; 6.8 Response for Elastoplastic Behavior Using MATLAB; 6.9 Summary; 6.10 Problems; Part II: Structures Modeled as Shear Buildings; 7: Free Vibration of a Shear Building; 7.1 Stiffness Equations for the Shear Building; 7.2 Natural Frequencies and Normal Modes; 7.3 Orthogonality Property of the Normal Modes; 7.4 Rayleighś Quotient; 7.5 Summary; 7.6 Problems; 8: Forced Motion of Shear Buildings; 8.1 Modal Superposition Method; 8.2 Response of a Shear Building to Base Motion a8.3 Response by Modal Superposition Using MATLAB aThe sixth edition of Structural Dynamics: Theory and Computation is the complete and comprehensive text in the field. It presents modern methods of analysis and techniques adaptable to computer programming clearly and easily. The book is ideal as a text for advanced undergraduates or graduate students taking a first course in structural dynamics. It is arranged in such a way that it can be used for a one- or two-semester course, or span the undergraduate and graduate levels. In addition, this text will serve the practicing engineer as a primary reference. The text differs from the standard approach of other presentations in which topics are ordered by their mathematical complexity. This text is organized by the type of structural modeling. The author simplifies the subject by presenting a single degree-of-freedom system in the first chapters, then moves to systems with many degrees-of-freedom in the following chapters. Finally, the text moves to applications of the first chapters and special topics in structural dynamics. This revised textbook intends to provide enhanced learning materials for students to learn structural dynamics, ranging from basics to advanced topics, including their application. When a line-by-line programming language is included with solved problems, students can learn course materials easily and visualize the solved problems using a program. Among several programming languages, MATLAB® has been adopted by many academic institutions across several disciplines. Many educators and students in the U.S. and many international institutions can readily access MATLAB, which has an appropriate programming language to solve and simulate problems in the textbook. It effectively allows matrix manipulations and plotting of data. Therefore, multi-degree-of freedom problems can be solved in conjunction with the finite element method using MATLAB. The revised version will include: solved 34 examples in Chapters 1 through 22 along with MALAB codes; basics of earthquake design with current design codes (ASCE 7-16 and IBC 2018); additional figures obtained from MATLAB codes to illustrate time-variant structural behavior and dynamic characteristics (e.g., time versus displacement and spectral chart). 0aStructural dynamics.0http://id.loc.gov/authorities/subjects/sh85129197 7aStructural dynamics.2fast0(OCoLC)fst01135648 4aElectronic books.1 aKim, Young Hoon.08iPrint version:aPaz, Mario.tStructural Dynamics : Theory and Computation.dCham : Springer International Publishing AG, ©2018z978331994742640uhttps://link.springer.com/10.1007/978-3-319-94743-3ySpringer Nature8 6505-00/(Sa5.1 Construction of Response Spectrum5.2 Response Spectrum for Support Excitation; 5.3 Tripartite Response Spectra; 5.4 Response Spectra for Elastic Design; 5.5 Influence of Local Soil Conditions; 5.6 Response Spectra for Inelastic Systems; 5.7 Response Spectra for Inelastic Design; 5.8 Seismic Response Spectra Using MATLAB; 5.9 Summary; 5.10 Problems; 6: Nonlinear Structural Response; 6.1 Nonlinear Single-Degree-of-Freedom Model; 6.2 Integration of the Nonlinear Equation of Motion; 6.3 Constant Acceleration Method; 6.4 Linear Acceleration Step-by-Step Method; 6.5 The Newmark: β Method aHeVa aHeVa aHeVaffi7fc0a329-f70e-5277-965f-0a265bcbc234sbd1a31da-5605-58d7-ba05-e4e161c7d140 tLibrary of Congress classificationaTA1-2040lOnlinecUC-FullTextuhttps://link.springer.com/10.1007/978-3-319-94743-3zSpringer Naturegebooksi12564601