عنوان
پدید آورنده
موضوع
رده
TA654 .C515 2001eb
TA654
.
C515
2001eb
کتابخانه
محل استقرار
INTERNATIONAL STANDARD BOOK NUMBER
(Number (ISBN
0203904206
(Number (ISBN
0824703871
(Number (ISBN
0824745388
(Number (ISBN
9780203904206
(Number (ISBN
9780824703875
(Number (ISBN
9780824745387
Erroneous ISBN
0309089182
Erroneous ISBN
0842703871
NATIONAL BIBLIOGRAPHY NUMBER
Number
b727428
TITLE AND STATEMENT OF RESPONSIBILITY
Title Proper
Matrix analysis of structural dynamics :
General Material Designation
[Book]
Other Title Information
applications and earthquake engineering /
First Statement of Responsibility
Franklin Y. Cheng.
.PUBLICATION, DISTRIBUTION, ETC
Place of Publication, Distribution, etc.
New York :
Name of Publisher, Distributor, etc.
Marcel Dekker,
Date of Publication, Distribution, etc.
©2001.
PHYSICAL DESCRIPTION
Specific Material Designation and Extent of Item
1 online resource (xv, 997 pages) :
Other Physical Details
illustrations
SERIES
Series Title
Civil and environmental engineering ;
Volume Designation
4
GENERAL NOTES
Text of Note
Includes index.
INTERNAL BIBLIOGRAPHIES/INDEXES NOTE
Text of Note
Includes bibliographical references and index.
CONTENTS NOTE
Text of Note
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.
Text of Note
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.
Text of Note
Appendix M-Cheng-Lou Axial Hysteresis Model for RC Columns and Walls and Computer ProgramNotation; Index.
Text of Note
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.
0
8
8
8
SUMMARY OR ABSTRACT
Text of Note
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.
ACQUISITION INFORMATION NOTE
Source for Acquisition/Subscription Address
OverDrive, Inc.
OTHER EDITION IN ANOTHER MEDIUM
Title
Matrix analysis of structural dynamics.
International Standard Book Number
0824703871
TOPICAL NAME USED AS SUBJECT
Earthquake engineering.
Matrices.
Structural dynamics.
Earthquake engineering.
Matrices.
Structural dynamics.
TECHNOLOGY & ENGINEERING-- Structural.
(SUBJECT CATEGORY (Provisional
TEC-- 063000
DEWEY DECIMAL CLASSIFICATION
Number
624
.
1/7
Edition
22
LIBRARY OF CONGRESS CLASSIFICATION
Class number
TA654
Book number
.
C515
2001eb
PERSONAL NAME - PRIMARY RESPONSIBILITY
Cheng, Franklin Y.
ORIGINATING SOURCE
Date of Transaction
20201214000707.0
Cataloguing Rules (Descriptive Conventions))
pn
ELECTRONIC LOCATION AND ACCESS
Electronic name
مطالعه متن کتاب [Book]
Y
