عنوان
پدید آورنده
موضوع
رده
TA654 .C515 2001eb
TA654
.
C515
2001eb
کتابخانه
محل استقرار
0203904206
0824703871
0824745388
9780203904206
9780824703875
9780824745387
0309089182
0842703871
b727428
Matrix analysis of structural dynamics :
[Book]
applications and earthquake engineering /
Franklin Y. Cheng.
New York :
Marcel Dekker,
©2001.
1 online resource (xv, 997 pages) :
illustrations
Civil and environmental engineering ;
4
Includes index.
Includes bibliographical references and index.
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.
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.
Appendix M-Cheng-Lou Axial Hysteresis Model for RC Columns and Walls and Computer ProgramNotation; Index.
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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8
8
8
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.
OverDrive, Inc.
Matrix analysis of structural dynamics.
0824703871
Earthquake engineering.
Matrices.
Structural dynamics.
Earthquake engineering.
Matrices.
Structural dynamics.
TECHNOLOGY & ENGINEERING-- Structural.
TEC-- 063000
624
.
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TA654
.
C515
2001eb
Cheng, Franklin Y.
20201214000707.0
pn
مطالعه متن کتاب [Book]
Y
