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Cover image for Dynamics of structures : theory and applications to earthquake engineering
Title:
Dynamics of structures : theory and applications to earthquake engineering
Personal Author:
Edition:
2nd ed.
Publication Information:
Upper Saddle River, N.J. : Prentice Hall, 2001
ISBN:
9780130869739

Available:*

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30000004804021 TA654.6 C466 2001 Open Access Book Book
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30000010089198 TA654.6 C466 2001 Open Access Book Book
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30000010062356 TA654.6 C466 2001 Open Access Book Book
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30000004505107 TA654.6 C466 2001 Open Access Book Book
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30000004505149 TA654.6 C466 2001 Open Access Book Book
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30000004804062 TA654.6 C466 2001 Open Access Book Book
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30000004803676 TA654.6 C466 2001 Open Access Book Book
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Summary

Summary

This second edition includes many topics encompassing the theory of structural dynamics and the application of this theory regarding earthquake analysis, response, and design of structures. Covers the inelastic design spectrum to structural design; energy dissipation devices; Eurocode; theory of dynamic response of structures; structural dynamics theory; and more. Ideal for readers interested in Dynamics of Structures and Earthquake Engineering.


Reviews 1

Choice Review

Chopra's book fills a niche that exists between more elementary works and those designed for advanced graduate studies in structural dynamics and earthquake engineering. Chopra, a well-known expert in earthquake engineering and structural dynamics engaged in teaching and research over the past 25 years, writes on vibrations and the dynamics of structures, and demonstrates their application to structural motions caused by earthquake ground-shaking. The material is presented very clearly with numerous illustrative examples, so that university students or readers practicing engineering should have no difficulty in studying the subject by means of this book without any outside tutoring. An especially interesting feature is the application of structural dynamics theory to important issues in the seismic response and design of multistory buildings. The information presented will be of special value to those engineers who are engaged in actual seismic design and want to improve their understanding of the subject. The mathematics is kept as simple as possible in the application of structural dynamics theory to the earthquake response and the design of multistory buildings. Upper-division undergraduate through professional. S. C. Anand; Clemson University


Table of Contents

I SINGLE-DEGREE-OF-FREEDOM SYSTEMS
1 Equations of Motion, Problem Statement, and Solution Methods
Simple Structures
Single-Degree-of-Freedom System
Force-Displacement Relation
Damping Force
Equation of Motion: External Force
Mass-Spring-Damper System
Equation of Motion: Earthquake Excitation
Problem Statement and Element Forces
Combining Static and Dynamic Responses
Methods of Solution of the Differential Equation
Study of SDF Systems: Organization
Appendix 1: Stiffness Coefficients for a Flexural Element
2 Free Vibration
Undamped Free Vibration
Viscously Damped Free Vibration
Energy in Free Vibration
Coulomb-Damped Free Vibration
3 Response to Harmonic and Periodic Excitations
Viscously Damped Systems: Basic Results
Harmonic Vibration of Undamped Systems
Harmonic Vibration with Viscous Damping
Viscously Damped Systems: Applications
Response to Vibration Generator
Natural Frequency and Damping from Harmonic Tests
Force Transmission and Vibration Isolation
Response to Ground Motion and Vibration Isolation
Vibration-Measuring Instruments
Energy Dissipated in Viscous Damping
Equivalent Viscous Damping
Systems with Nonviscous Damping
Harmonic Vibration with Rate-Independent Damping
Harmonic Vibration with Coulomb Friction
Response to Periodic Excitation
Fourier Series Representation
Response to Periodic Force
Appendix 3: Four-Way Logarithmic Graph Paper
4 Response to Arbitrary, Step, and Pulse Excitations
Response to Arbitrarily Time-Varying Forces
Response to Unit Impulse
Response to Arbitrary Force
Response to Step and Ramp Forces
Step Force
Ramp or Linearly Increasing Force
Step Force with Finite Rise Time
Response to Pulse Excitations
Solution Methods
Rectangular Pulse Force
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