عنوان
پدید آورنده
موضوع
رده
کتابخانه
محل استقرار
INTERNATIONAL STANDARD BOOK NUMBER
(Number (ISBN
008042998X
(Number (ISBN
9780080429984
NATIONAL BIBLIOGRAPHY NUMBER
Number
b537802
TITLE AND STATEMENT OF RESPONSIBILITY
Title Proper
Non-linear static and cyclic analysis of steel frames with semi-rigid connections
General Material Designation
[Book]
First Statement of Responsibility
S.L. Chan and P.P.T. Chui.
.PUBLICATION, DISTRIBUTION, ETC
Place of Publication, Distribution, etc.
Amsterdam ; New York
Name of Publisher, Distributor, etc.
Elsevier
Date of Publication, Distribution, etc.
2000
GENERAL NOTES
Text of Note
Foreword. Acknowledgement. List of Symbols. Behaviour, analysis and design of steel frames. First-order linear elastic analysis for rigid and semi-rigid frames. Second-order elastic analysis by the Newton-Raphson Method. Non-linear solution techniques. Connection behaviour and models. Non-linear static analysis allowing for plastic-hinges and semi-rigid joints. Cyclic behaviour of flexibly connected elastic steel frames. Transient analysis of inelastic steel structures with flexible connections. Appendix A. Appendix B. Author index. Subject index.
CONTENTS NOTE
Text of Note
Foreword. Acknowledgement. List of Symbols. Behaviour, analysis and design of steel frames. First-order linear elastic analysis for rigid and semi-rigid frames. Second-order elastic analysis by the Newton-Raphson Method. Non-linear solution techniques. Connection behaviour and models. Non-linear static analysis allowing for plastic-hinges and semi-rigid joints. Cyclic behaviour of flexibly connected elastic steel frames. Transient analysis of inelastic steel structures with flexible connections. Appendix A. Appendix B. Author index. Subject index.
SUMMARY OR ABSTRACT
Text of Note
Studies simple and efficient numerical procedures for large deflection and elasto-plastic analysis of steel frames under static and dynamic loading. This book discusses basic fundamental behaviour and philosophy for design of structural steel, emphasising different modes of buckling and the inter-relationship between different types of analysis.
TOPICAL NAME USED AS SUBJECT
Steel, Structural.
Structural analysis (Engineering)
Structural frames -- Design and construction.
PERSONAL NAME - PRIMARY RESPONSIBILITY
S.L. Chan and P.P.T. Chui.
ELECTRONIC LOCATION AND ACCESS
Electronic name
مطالعه متن کتاب [Book]
Y
