The sixth 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. This revised textbook intends to provide enhanced learning materials for students to learn structural dynamics, ranging from basics to advanced topics, including their application. When a line-by-line programming language is included with solved problems, students can learn course materials easily and visualize the solved problems using a program. Among several programming languages, MATLAB® has been adopted by many academic institutions across several disciplines. Many educators and students in the U.S. and many international institutions can readily access MATLAB®, which has an appropriate programming language to solve and simulate problems in the textbook. It effectively allows matrix manipulations and plotting of data. Therefore, multi-degree-of freedom problems can be solved in conjunction with the finite element method using MATLAB®. The revised version will include: · solved 34 examples in Chapters 1 through 22 along with MALAB codes. · basics of earthquake design with current design codes (ASCE 7-16 and IBC 2018). · additional figures obtained from MATLAB codes to illustrate time-variant structural behavior and dynamic characteristics (e.g., time versus displacement and spectral chart). This text is essential for civil engineering students. Professional civil engineers will find it an ideal reference. Front Matter ....Pages i-xviii Front Matter ....Pages 1-1 Undamped Single Degree-of-Freedom System (Mario Paz, Young Hoon Kim)....Pages 3-27 Damped Single Degree-of-Freedom System (Mario Paz, Young Hoon Kim)....Pages 29-44 Response of One-Degree-of-Freedom System to Harmonic Loading (Mario Paz, Young Hoon Kim)....Pages 45-83 Response to General Dynamic Loading (Mario Paz, Young Hoon Kim)....Pages 85-114 Response Spectra (Mario Paz, Young Hoon Kim)....Pages 115-142 Nonlinear Structural Response (Mario Paz, Young Hoon Kim)....Pages 143-170 Front Matter ....Pages 171-171 Free Vibration of a Shear Building (Mario Paz, Young Hoon Kim)....Pages 173-191 Forced Motion of Shear Buildings (Mario Paz, Young Hoon Kim)....Pages 193-218 Reduction of Dynamic Matrices (Mario Paz, Young Hoon Kim)....Pages 219-248 Front Matter ....Pages 249-249 Dynamic Analysis of Beams (Mario Paz, Young Hoon Kim)....Pages 251-289 Dynamic Analysis of Plane Frames (Mario Paz, Young Hoon Kim)....Pages 291-315 Dynamic Analysis of Grid Frames (Mario Paz, Young Hoon Kim)....Pages 317-333 Dynamic Analysis of Three-Dimensional Frames (Mario Paz, Young Hoon Kim)....Pages 335-348 Dynamic Analysis of Trusses (Mario Paz, Young Hoon Kim)....Pages 349-369 Dynamic Analysis of Structures Using the Finite Element Method (Mario Paz, Young Hoon Kim)....Pages 371-387 Time History Response of Multi-Degree-of-Freedom Systems (Mario Paz, Young Hoon Kim)....Pages 389-411 Front Matter ....Pages 413-413 Dynamic Analysis of Systems with Distributed Properties (Mario Paz, Young Hoon Kim)....Pages 415-436 Discretization of Continuous Systems (Mario Paz, Young Hoon Kim)....Pages 437-449 Front Matter ....Pages 451-451 Fourier Analysis and Response in the Frequency Domain (Mario Paz, Young Hoon Kim)....Pages 453-475 Evaluation of Absolute Damping from Modal Damping Ratios (Mario Paz, Young Hoon Kim)....Pages 477-489 Generalized Coordinates and Rayleigh’s Method (Mario Paz, Young Hoon Kim)....Pages 491-528 Front Matter ....Pages 529-529 Random Vibration (Mario Paz, Young Hoon Kim)....Pages 531-571 Front Matter ....Pages 573-573 Dynamic Method (Mario Paz, Young Hoon Kim)....Pages 575-588 IBC-2018 and ASCE 7-16 (Mario Paz, Young Hoon Kim)....Pages 589-609 Back Matter ....Pages 611-634 The sixth 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. This revised textbook intends to provide enhanced learning materials for students to learn structural dynamics, ranging from basics to advanced topics, including their application. When a line-by-line programming language is included with solved problems, students can learn course materials easily and visualize the solved problems using a program. Among several programming languages, MATLAB® has been adopted by many academic institutions across several disciplines. Many educators and students in the U.S. and many international institutions can readily access MATLAB, which has an appropriate programming language to solve and simulate problems in the textbook. It effectively allows matrix manipulations and plotting of data. Therefore, multi-degree-of freedom problems can be solved in conjunction with the finite element method using MATLAB. The revised version will include: solved 34 examples in Chapters 1 through 22 along with MALAB codes; basics of earthquake design with current design codes (ASCE 7-16 and IBC 2018); additional figures obtained from MATLAB codes to illustrate time-variant structural behavior and dynamic characteristics (e.g., time versus displacement and spectral chart).-- Provided by publisher This newly revised fourth edition includes all the latest developments and research work in structural dynamics, making it a truly self-contained book on the analysis and design of structures subjected to dynamic forces or earthquake excitations. It thoroughly and progressively covers every kind of structure, from basic structures modeled as single-degree-of-freedom idealizations to more complex discrete systems and continuous systems with distributed mass and elasticity. To enhance clarity and improve understanding of the material, numerous illustrative and detailed examples are provided. Throughout the textbook use is made of the professional program COSMOS and educational programs in structural dynamics, developed by the author. Bridging the gap between the mathematical formulation of a structural dynamic problem and the ultimate numerical solution given by the computer, this comprehensive resource will be of value to advanced undergraduate and graduate structural engineering students as well as professional structural engineers.