Overview

solution, are provided for calculation of the responses to forces or motions exciting the structure. The new chapters in earthquake-resistant design of buildings describe the provisions of both the 1985 and 1988 versions of the UBC (Uniform Building Code) for the static lateral force method and for the dynamic lateral force method. Other revisions of the book include the presentation of the New­ mark beta method to obtain the time history response of dynamic systems, and the direct integration method in which the response is found assuming that the excitation function is linear for a specified time interval. A modifi­ cation of the dynamic condensation method, which has been developed re­ cently by the author for the reduction of eigenproblems, is presented in Chap­ ter 13. The proposed modification substantially reduces the numerical operation required in the implementation of the dynamic condensation method. The subjects in this new edition are organized in six parts. Part I deals with structures modeled as single degree-of-freedom systems. It introduces basic concepts and presents important methods for the solution of such dynamic systems. Part II introduces important concepts and methodology for multi­ degree-of-freedom systems through the use of structures modeled as shear buildings. Part III describes methods for the dynamic analysis of framed struc­ tures modeled as discrete systems with many degrees of freedom.

Full Product Details

Author:   Mario Paz
Publisher:   Springer-Verlag New York Inc.
Imprint:   Springer-Verlag New York Inc.
Edition:   1991 ed.
Dimensions:   Width: 15.20cm , Height: 3.30cm , Length: 22.90cm
Weight:   0.936kg
ISBN:  

9781461579205

ISBN 10:   1461579201
Pages:   628
Publication Date:   12 October 2012
Audience:   Professional and scholarly ,  Professional & Vocational
Format:   Paperback
Publisher's Status:   Active
Availability:   Manufactured on demand  
We will order this item for you from a manufactured on demand supplier.

Table of Contents

I Structures Modeled as a Single Degree-of-Freedom System.- 1 Undamped Single Degree-of-Freedom Systems.- 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 Fourier Analysis and Response in the Frequency Domain.- 6 Generalized Coordinates and Rayleigh’s Method.- 7 Nonlinear Structural Response.- 8 Response Spectra.- II Structures Modeled as Shear Buildings.- 9 The Multistory Shear Building.- 10 Free Vibration of a Shear Building.- 11 Forced Motion of Shear Buildings.- 12 Damped Motion of Shear Buildings.- 13 Reduction of Dynamic Matrices.- III Framed Structures Modeled as Discrete Multidegree-of-Freedom Systems.- 14 Dynamic Analysis of Beams.- 15 Dynamic Analysis of Plane Frames.- 16 Dynamic Analysis of Grids.- 17 Three-Dimensional Frames.- 18 Dynamic Analysis of Trusses.- 19 Time History Response of Multidegree-of-Freedom Systems.- IV Structures Modeled with Distributed Properties.- 20 Dynamic Analysis of Systems with Distributed Properties.- 21 Discretization of Continuous Systems.- V Random Vibration.- 22 Random Vibration.- VI Earthquake Engineering.- 23 Equivalent Static Lateral Force Method: Uniform Building Code 1985.- 24 Equivalent Static Lateral Force Method: Uniform Building Code—1988.- 25 Dynamic Method: Uniform Bulding Code—1988.- Appendix I: Answers to Problems in Part I.- Appendix II: Computer Programs.- Appendix III: Organizations and Their Acronyms.- Selected Bibliography.

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