图书简介
Focusing on the fundamentals of structural dynamics required for earthquake blast resistant design, Structural Dynamics in Earthquake and Blast Resistant Design initiates a new approach of blending a little theory with a little practical design in order to bridge this
Chapter 1 Introduction1.1 Types of Analysis1.2 Modelling of a Dynamic System1.2.1 Degrees of Freedom1.3 D’Alembert’s principleChapter 2 Single Degree of Freedom Systems(S.D.F Systems)2.1 Introduction2.2 Free and Forced Vibrations2.2.1 Free Vibrations2.2.2 Damped Free Vibrations2.2.3 Logarithmic decrement2.3 Forced Vibration of a Damped Single Degreeof Freedom2.4 A Single-Degree-of-Freedom System Subjected toSupport Motion2.5 Rayleigh’s Method to Obtain Natural Frequency2.6 Response in Frequency Domain and LaplaceTransformation2.7 Problems2.8 Exercise ProblemsChapter 3 Two Degree of Freedom System3.1 Forced Response of Damped Two Storeyed Building3.2 Exercise ProblemsChapter 4 Force Transmitted to the Support4.1 Exercise ProblemsChapter 5 Duhamel’s IntegralChapter 6 Modal Analysis6.1 Multi Degree of Freedom Systems Subjected ToExternal Dynamic Forces- Modal Analysis6.2 A Multi-Storeyed Building Subjected To GroundMotions-Modal Analysis6.3 Problems6.4 Exercise Problems for Chapters 5 and 6Chapter 7 Earthquake Resistant Design7.1 Introduction7.2 Structural Analysis7.3 Structural Model7.4 Shear building7.5 Response Spectrum7.6 Capacity SpectrumChapter 8 Inelastic Vibration Absorber Subjected to EarthquakeGround Motion8.1 Introduction8.2 The Linear Elastic Vibration Absorber8.3 The Hysteric Vibration Absorber8.4 Structural Model and the Equations of Motion8.5 Numerical Studies8.6 Analysis of Results8.6.1 Response of the Absorber Mass8.6.2 Response History Curves8.6.3 Hysteric Energy Dissipation8.6.4 Influence of Viscous Damping8.6.5 Maximum Ductility Response Spectra8.7 ConclusionsChapter 9 Inelastic Torsional Response of a Single-Storeyed FramedStructure-Two Degree-of-Freedom System9.1 Introduction9.2 Earthquake Response of Elastic Structure with
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