Structural Dynamics : Theory and Computation

solution of structural dynamics problems is introduced in this new edition. This program was selected from among the various professional programs available because of its capability in solving complex problems in structures as well as its wide use in professional practice by structural engineers. SAP2000 includes routines for the analysis and design of structures with linear or nonlinear behavior subjected to static or dynamics loads; (material non-linearity or large displacements non-linearities) and may be used most efficiently in the microcomputer. The larger versions of SAP2000 have the capability for the analysis of structures modeled with virtually any large number of nodes. This new fifth edition of the book uses, almost exclusively, the introductory version of SAP2000 which has a capability limited to 25 nodes or 25 elements. A CD­ ROM containing the introductory version of SAP2000 as well as the educational set of th the program developed by the author is included in this 5 edition of Structural Dynamics: Theory and Computation. The set of educational programs in Structural Dynamics includes programs to determine the response in the time domain or in the frequency domain using the FFT (Fast Fourier Transform) of structures modeled as a single oscillator. Also included is a program to determine the response of an inelastic system with elastoplastic behavior, and another program for the development of seismic response spectral charts. "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." Front Matter....Pages i-xxii Front Matter....Pages 1-1 Undamped Single Degree-of-Freedom System....Pages 3-30 Damped Single Degree-of-Freedom System....Pages 31-48 Response of One-Degree-of-Freedom System to Harmonic Loading....Pages 49-100 Response to General Dynamic Loading....Pages 101-147 Response Spectra....Pages 149-177 Nonlinear Structural Response....Pages 179-201 Front Matter....Pages 203-203 Free Vibration of a Shear Building....Pages 205-229 Forced Motion of Shear Buildings....Pages 231-270 Reduction of Dynamic Matrices....Pages 271-301 Front Matter....Pages 303-303 Dynamic Analysis of Beams....Pages 305-351 Dynamic Analysis of Plane Frames....Pages 353-379 Dynamic Analysis of Grid Frames....Pages 381-405 Dynamic Analysis of Three-dimensional Frames....Pages 407-427 Dynamic Analysis of Trusses....Pages 429-461 Dynamic Analysis of Structures Using the Finite Element Method....Pages 463-493 Time History Response of Multi-Degree-of-Freedom Systems....Pages 495-523 Front Matter....Pages 525-525 Dynamic Analysis of Systems with Distributed Properties....Pages 527-552 Discretization of Continuous Systems....Pages 553-566 Front Matter....Pages 567-567 Fourier Analysis and Response in the Frequency Domain....Pages 569-591 Evaluation of Absolute Damping from Modal Damping Ratios....Pages 593-605 Front Matter....Pages 567-567 Generalized Coordinates and Rayleigh’s Method....Pages 607-647 Front Matter....Pages 649-649 Random Vibration....Pages 651-695 Front Matter....Pages 697-697 Uniform Building Code 1997: Equivalent Lateral Force Method....Pages 699-729 Uniform Building Code 1997 Dynamic Method....Pages 731-755 International Building Code IBC-2000....Pages 757-781 Back Matter....Pages 783-812 The book is interesting as well as scholarly and encourages the reader to continue rather than to put it down. The presentation and the many diagrams are excellent - Structural Engineer.