Structural Dynamics : Theory and Computation.
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Author / Creator: | Paz, Mario. |
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Edition: | 6th ed. |
Imprint: | Cham : Springer International Publishing AG, 2018. |
Description: | 1 online resource (629 pages) |
Language: | English |
Subject: | |
Format: | E-Resource Book |
URL for this record: | http://pi.lib.uchicago.edu/1001/cat/bib/11746390 |
Table of Contents:
- Intro; Preface to the Sixth Edition; Preface to the First Edition; Contents; Part I: Structures Modeled as a Single-Degree-of-Freedom System; 1: Undamped Single Degree-of-Freedom System; 1.1 Degrees of Freedom; 1.2 Undamped System; 1.3 Springs in Parallel or in Series; 1.4 Newtonś Law of Motion; 1.5 Free Body Diagram; 1.6 DÁlembertś Principle; 1.7 Solution of the Differential Equation of Motion; 1.8 Frequency and Period; 1.9 Amplitude of Motion; 1.10 Response of SDF Using MATLAB Program; 1.11 Summary; 1.12 Problems; 2: Damped Single Degree-of-Freedom System; 2.1 Viscous Damping
- 2.2 Equation of Motion2.3 Critically Damped System; 2.4 Overdamped System; 2.5 Underdamped System; 2.6 Logarithmic Decrement; 2.7 Response of SDF Using MATLAB Program; 2.8 Summary; 2.9 Problems; 3: Response of One-Degree-of-Freedom System to Harmonic Loading; 3.1 Harmonic Excitation: Undamped System; 3.2 Harmonic Excitation: Damped System; 3.3 Evaluation of Damping at Resonance; 3.4 Bandwidth Method (Half-Power) to Evaluate Damping; 3.5 Energy Dissipated by Viscous Damping; 3.6 Equivalent Viscous Damping; 3.7 Response to Support Motion; 3.7.1 Absolute Motion; 3.7.2 Relative Motion
- 3.8 Force Transmitted to the Foundation3.9 Seismic Instruments; 3.10 Response of One-Degree-of-Freedom System to Harmonic Loading Using MATLAB; 3.11 Summary; 3.12 Analytical Problem; 3.13 Problems; 4: Response to General Dynamic Loading; 4.1 Duhamelś Integral
- Undamped System; 4.1.1 Constant Force; 4.1.2 Rectangular Load; 4.1.3 Triangular Load; 4.2 Duhamelś Integral-Damped System; 4.3 Response by Direct Integration; 4.4 Solution of the Equation of Motion; 4.4 Box 4.1 Coefficients in Eqs. (4.34, 4.35 and 4.36).; 4.5 Summary; 4.6 Analytical Problems; 4.7 Problems; 5: Response Spectra
- 6.6 Elastoplastic Behavior6.7 Algorithm for Step-by-Step Solution for Elastoplastic Single-Degree-of-Freedom System; 6.8 Response for Elastoplastic Behavior Using MATLAB; 6.9 Summary; 6.10 Problems; Part II: Structures Modeled as Shear Buildings; 7: Free Vibration of a Shear Building; 7.1 Stiffness Equations for the Shear Building; 7.2 Natural Frequencies and Normal Modes; 7.3 Orthogonality Property of the Normal Modes; 7.4 Rayleighś Quotient; 7.5 Summary; 7.6 Problems; 8: Forced Motion of Shear Buildings; 8.1 Modal Superposition Method; 8.2 Response of a Shear Building to Base Motion