000 04344nam a2200253Ia 4500
003 NULRC
005 20250520102714.0
008 250520s9999 xx 000 0 und d
020 _a9781461350989
040 _cNULRC
050 _aTA 654 .P39 2004
100 _aPaz, Mario
_eauthor
245 0 _aStructural dynamics :
_btheory and computation /
_cMario Paz and William Leigh
250 _aFifth edition.
260 _aBoston, Massachusetts :
_bSpringer US,
_cc2004
300 _axxii, 570-812 pages
_billustrations ;
_c24 cm.
365 _bUSD102.23
504 _aIncludes bibliographical references and index.
505 _aI Structures Modeled as a Single-Degree-of-Freedom System -- 1 Undamped Single-Degree-Of-Freedom System -- 2 Damped Single-Degree-of-Freedom System -- 3 Response of One-Degree-of-Freedom System to Harmonic Loading -- 4 Response to General Dynamic Loading -- 5 Response Spectra -- 6 Nonlinear Structural Response -- II Structures Modeled as Shear Buildings -- 7 Free Vibration of a Shear Building -- 8 Forced Motion of Shear Building -- 9 Reduction of Dynamic Matrices -- III Framed Structures Modeled as Discrete Multi-Degree-of-Freedom Systems -- 10 Dynamic Analysis of Beams -- 11 Dynamic Analysis of Plane Frames -- 12 Dynamic Analysis of Grid Frames -- 13 Dynamic Analysis Ofthree-Dimensional Frames -- 14 Dynamic Analysis of Trusses -- 15 Dynamic Analysis of Structures Using the Finite Element Method -- 16 Time History Response of Multidegree-of-Freedom Systems -- IV Structures Modeled with Distributed Properties -- 17 Dynamic Analysis of Systems with Distributed Properties -- 18 Discretization of Continuous Systems -- V Special Topics: Fourier Analysis, Evaluation of Absolute Damping, Generalized Coordinates -- 19 Fourier Analysis and Response in the Frequency Domain -- 20 Evaluation of Absolute Damping from Modal Damping Ratios -- 21 Generalized Coordinates and Rayleigh's Method -- VI Random Vibration -- 22 Random Vibration -- VII Earthquake Engineering -- 23 Uniform Building Code 1997: Equivalent Lateral Force Method -- 24 Uniform Building Code 1997: Dynamic Method -- 25 International Building Code IBC-2000 -- Appendices -- Appendix I: Answers to Problems in Selected Chapters -- Appendix II: Computer Programs -- Appendix III: Glossary --
520 _a "The Fifth Edition of Structural Dynamics: Theory and Computation is the complete and comprehensive text in the field. It presents modern methods of analysis and techniques adaptable to computer programming clearly and easily. The book is ideal as a text for advanced undergraduates or graduate students taking a first course in structural dynamics. It is arranged in such a way that it can be used for a one- or two-semester course, or span the undergraduate and graduate levels. In addition, this text will serve the practicing engineer as a primary reference. The text differs from the standard approach of other presentations in which topics are ordered by their mathematical complexity. This text is organized by the type of structural modeling. The author simplifies the subject by presenting a single degree-of-freedom system in the first chapters, then moves to systems with many degrees-of-freedom in the following chapters. Finally, the text moves to applications of the first chapters and special topics in structural dynamics. New in this Edition: Problems reworked for SAP2000. Step-by-step examples of how to use SAP2000 for every application of structural dynamics. Inclusion of companion Web site (extras.springer.com/2004) with three learning aids: SAP2000 student version; source code for the author’s educational programs in structural dynamics, so that the results of changed parameters can be seen step-by-step; and the compiler (executable files) for the author’s educational programs. Three earthquake engineering chapters updated to the latest ICC building codes. Materials rearranged so that theory and dynamic analysis precede applications and special topics, facilitating using the book sequentially. Complete instructions provided to advanced topics as foundation for further study. This text is essential for civil engineering students. Professional civil engineers will find it an ideal reference.".
650 _aCIVIL ENGINEERING
700 _aLeigh, William
_eco-author
942 _2lcc
_cBK
999 _c13408
_d13408