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BL
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| Record Number
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973058
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| Doc. No
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b727428
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| Main Entry
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Cheng, Franklin Y.
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| Title & Author
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Matrix analysis of structural dynamics : : applications and earthquake engineering /\ Franklin Y. Cheng.
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| Publication Statement
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New York :: Marcel Dekker,, ©2001.
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| Series Statement
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Civil and environmental engineering ;; 4
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| Page. NO
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1 online resource (xv, 997 pages) :: illustrations
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| ISBN
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0203904206
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: 0824703871
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: 0824745388
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: 9780203904206
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: 9780824703875
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: 9780824745387
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0309089182
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0842703871
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| Notes
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Includes index.
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| Bibliographies/Indexes
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Includes bibliographical references and index.
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| Contents
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PREFACE; CONTENTS; Characteristics of Free and Forced Vibrations of Elementary Systems; Eigensolution Techniques and Undamped Response Analysis of Multiple- Degree-of -- Freedom Systems; Eigensolution Methods and Response Analysis for Proportional and Nonproportional Damping; Dynamic Stiffness and Energy Methods for Distributed Mass Systems; Dynamic Stiffness Method for Coupling Vibration, Elastic Media and P-Delta Effect; Consistent Mass Method for Frames and Finite Elements; Numerical Integration Methods and Seismic Response Spectra for Single- and Multi-Component Seismic Input.
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Appendix F-Transformation Matrix [A'] and Stiffness Matrix [Kieg] of Beam Column with Rigid ZoneAppendix G-Computer Program for Newmark Method; Appendix H-Computer Program for Wilson-Theta Method; Appendix I-Computer Program for CQC Method; Appendix J-Jain-Goel-Hanson Steel-Bracing Hysteresis Model and Computer Program; Appendix K-Takeda Model for RC Columns and Beams and Computer Program; Appendix L-Cheng-Mertz Model for Bending Coupling with Shear and Axial Deformations of Low-Rise Shear Walls and Computer Program.
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Appendix M-Cheng-Lou Axial Hysteresis Model for RC Columns and Walls and Computer ProgramNotation; Index.
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Formulation and Response Analysis of Three-Dimensional Building Systems with Walls and BracingsVarious Hysteresis Models and Nonlinear Response Analysis; Static and Dynamic Lateral-Force Procedures and Related Effects in Building Codes of UBC-94, UBC-97 and IBC-2000; Appendix A-Lag range's Equation; Appendix B-Derivation of Ground Rotational Records; Appendix C-Vector Analysis Fundamentals; Appendix D-Transformation Matrix Between JCS and GCS; Appendix E-Transformation Matrix Between ECS and GCS for Beam Column.
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| Abstract
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Uses state-of-the-art computer technology to formulate displacement method with matrix algebra. Facilitates analysis of structural dynamics and applications to earthquake engineering and UBC and IBC seismic building codes.
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| Subject
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Earthquake engineering.
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Matrices.
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Structural dynamics.
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Earthquake engineering.
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Matrices.
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Structural dynamics.
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| Subject
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TECHNOLOGY ENGINEERING-- Structural.
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| Dewey Classification
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624.1/7
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| LC Classification
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TA654.C515 2001eb
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