Dynamics of Structures For graduate student Zhou Ke-min ******@hqu. Main reference (Structural Dynamics) 《Vibration problem in engineering》 2. 杨茀康《结构动力学》 3. 俞载道《结构动力学基础》 4. 李东旭《高等结构动力学》 5. R. W. Clough 《 Dynamics of Structures 》 6. 克拉夫《结构动力学》 Chapter 1 Introduction §1-1 Fundamental objective of structural dynamics analysis To Analyze stresses and deflections of given structure subjected to an arbitrary dynamic loading. Dynamic loading: its magnitude, and/or direction, position varies with time Structural response (resulting stresses and deflections) is time-varying, or dynamic. Deterministic analysis: The time variation of loading is fully known Non deterministic analysis : The time variation of loading is pletely known, but can be defined in a statistical sense (random dynamic loading). First phase: Displacement time-histories Secondary: Stresses, strains, internal forces §1-2 Types of Prescribed Loadings Periodic: Simple harmonic plex loading F F t t Unbalanced rotating machine in building Gas engine Any periodic loading can be represented as sum of a series of simple ponents by Fourier analysis Nonperiodic: impulsive loading long –duration loading F t F t Bomb blast pressure on building Earthquake on building §1-3 Essential Characteristics of Dynamic Problem 1. Response vary with time 2. Inertial force produced by acceleration §1-4 Methods of Discretization Formulated in term of Partial Differential Equations Lumped-Mass Procedure F(t) Intertial forces F(t) fI1 fI2 fI3 Initertial forces The number of dynamic degrees of freedom of the structures Three masses are fully concentrated, corresponding mass points translate only in a vertical direction: Three-Degree-Of-Freedom (3 DOF) system F(t) fI1 fI2 fI3 Initertial forces Rotational displacement of three point are considered: 6DOF A system with continuously distributed mass: infinite number of degrees of freedom Ge