Subject Code: CE4L021 Subject Name: Structural Dynamics L-T-P: 3-0-0 Credit: 3
Pre-requisite(s): None
Single-degree-freedom systems: undamped and damped free vibration; Response to harmonic and periodic excitations; Response to non-periodic excitations; Numerical evaluation of dynamic response; Generalized single-degree-freedom systems. Elements of analytical dynamics: The principle of virtual work; Principle of D Alembert; Hamiltons principle; Lagrange’s equation. Multi-degree-freedom systems: Equation of motion; undamped free vibration; Intepretation of modal orthogonality; Decomposition of response in terms of modal co-ordinates; Modal analysis; Response to external excitations; Rayleigh’s quotient and its properties; Systems with proportional damping; Systems with arbitrary viscous damping. Distributed parameter systems: axial and bending vibration of beams; orthogonality of modes; Response to external excitations; Rayleigh s quotient; Approximate methods. Earthquake response of linear systems: Earthquake excitations; Equations of motion; Response spectrum concept; Response spectrum characteristics; Design response spectrum; Modal analysis; Displacement response; Element forces; Modal response contribution; Response history analysis; Response spectrum analysis.
Text/Reference Books:
  1. Paz M.Structural Dynamics, CBS Publisher.
  2. Clough R.W. and Penzin J.Dynamics of Structures, Printice-Hall & Tata McGraw Hill.
  3. Chopra A.K.Dynamics of Structures, Pearson Education.