Basic structural dynamics /
详细信息    Basic structural dynamics /
  • 出版日期:c2012.
  • 出版者:Wiley,
  • 页数:xii, 275 p. :
  • 出版地:Hoboken, New Jersey :
  • 第一责任说明:James C. Anderson, Farzad Naeim.
  • 尺寸:25 cm.
  • 分类号:a821
  • ISBN:978-0-470-87939-9(hdk.) :
MARC全文
02h0037503 20140716170322.0 131011s2012 njuab frb |001|||eng | 978-0-470-87939-9(hdk.) : CNY949.97 DLC eng DLC YDX ; BTCTA ; BDX ; YDXCP ; OCLCO ; BWX ; INU ; OCLCQ ; CNNGL pcc TA654 .A65 2012 624.1/71 23 a821 aTU311.3-43 v5 Anderson, J. C. (James C.), 1939- Basic structural dynamics / James C. Anderson, Farzad Naeim. Hoboken, New Jersey : Wiley, c2012. xii, 275 p. : ill., map ; 25 cm. Includes bibliographical references (p. 263) and index. Basic Concepts of Structural Dynamics -- 1.1 The Dynamic Environment -- 1.2 Types of Dynamic Loading -- 1.3 Basic Principles -- 1.4 Dynamic Equilibrium -- Single-Degree-of-Freedom Systems -- 2.1 Reduction of Degrees of Freedom -- 2.2 Time-Dependent Force -- 2.3 Gravitational Forces -- 2.4 Earthquake Ground Motion -- 2.5 Formulation of Equation of Motion -- 2.6 Generalized Coordinates -- Free Vibration Response of Sdof Systems -- 3.1 Undamped Free Vibration -- 3.2 Damped Free Vibration -- Response to Harmonic Loading -- 4.1 Undamped Dynamic System -- 4.2 Damped Dynamic System -- 4.3 A Tripartite Logarithmic Plot -- 4.4 Evaluation of Damping -- 4.5 Seismic Accelerometers and Displacement Meters (Seismographs) -- Response to Impulse Loads -- 5.1 Rectangular Pulse -- 5.2 Damped Rectangular Pulse -- 5.3 Triangular Pulse -- 5.4 Approximate Analysis for Short Duration Impulse Load -- Response to Arbitrary Dynamic Loading. ; 6.1 Duhamel Integral -- 6.2 Numerical Formulation of the Equation of Motion -- 6.3 Numerical Integration Methods -- 6.4 Newmark's Numerical Method -- Multiple Degree of Freedom Systems -- 7.1 Elastic Properties -- 7.2 Undamped Free Vibration -- 7.3 Free Vibration -- 7.4 Betti's Law -- 7.5 Orthogonality Properties of Mode Shapes -- 7.6 Changing Coordinates (Inverse Transformation) -- 7.7 Holzer Method for Shear Buildings -- 7.8 Axial Load Effects (Linear Approximation) -- 7.9 Modal Equations for Undamped Time Dependent Force Analysis -- 7.10 Modal Equations of Damped Forced Vibration -- 7.11 Modal Equations for Seismic Response Analysis -- Nonlinear Response of Multi-degree of Freedom Systems -- 8.1 Static Nonlinear Analysis -- 8.2 Dynamic Nonlinear Analysis -- 8.3 MATLAB Applications -- Seismic Response of Structures -- 9.1 Introduction -- 9.2 Linear Elastic Response Spectra (LERS) -- 9.3 Elastic Design Response Spectrum -- 9.4 Earthquake Response of SDOF Systems -- 9.5 Earthquake Response Analysis of MDOF Systems -- 9.6 Structural Dynamics in the Building Code -- Equivalent Lateral Force Procedure -- Modal Response Spectrum Procedure -- APPENDIX: Historical Development of Building Code Seismic Provisions -- Selected References. "This book is intended as a basic introduction to the topic of structural dynamics for undergraduate civil and structural engineering students. Covering single and multiple degree of freedom systems while providing an introduction to earthquake engineering, this book keeps the coverage succinct and on topic at a level appropriate for non-specialist undergraduate and graduate students. Through dozens of worked examples based on actual structures, it also introduces the students to NONLIN, a matrix analysis software package"-- ; "This book is intended as a basic introduction to the topic of structural dynamics for undergraduate civil and structural engineering students. Covering single and multiple degree of freedom systems while providing an introduction to earthquake engineering, this book keeps the coverage succinct and on topic at a level appropriate for non-specialist undergraduate and graduate students. Through dozens of worked examples based on actual structures, it also introduces the students to NONLIN, a matrix analysis software package"-- cProvided by publisher. ; cProvided by publisher. Structural dynamics Textbooks. aNaeim, Farzad. aCN b010001 010001 EB00073732 821 An2 lxl1306 rCNY949.97

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