Lecture 1 - D'Alembert Principle and Degrees of Freedom
Lecture 2 - Simple Harmonic Motion
Lecture 3 - Examples
Lecture 4 - Undamped Free Vibration
Lecture 5 - Damped free vibration
Lecture 6 - Logarithmic Decrement and Coulomb Damped Free Vibration
Lecture 7 - Structural Damping
Lecture 8 - Damped Forced Vibration
Lecture 9 - Response due to Harmonic Excitation
Lecture 10 - Response due to Harmonic Excitation (Continued...)
Lecture 11 - Examples Set 1
Lecture 12 - Transmissibility and Support Motion Problem
Lecture 13 - Examples Set 2
Lecture 14 - Impulse Response function
Lecture 15 - Duhamel's Integral
Lecture 16 - Response in Frequency Domain
Lecture 17 - Response due to Periodic and Non Periodic Excitations
Lecture 18 - Nigam and Jennings and Central Difference method
Lecture 19 - Wilson Theta and Newmark Method
Lecture 20 - MATLAB Examples
Lecture 21 - Response Spectrum
Lecture 22 - MATLAB Code Generation
Lecture 23 - Generalized SDOF system
Lecture 24 - Rayleigh's Method and Calculus of Variation
Lecture 25 - Hamilton's Principle to Lagrange Equation
Lecture 26 - D'Alembert's Principle to Lagrange Equation
Lecture 27 - Hamilton's Canonical Form
Lecture 28 - Natural Frequencies and Mode shapes of MDOF system
Lecture 29 - Modal Orthogonality and Modal Decomposition
Lecture 30 - Rayleigh Damping Model and Free Vibration
Lecture 31 - Response Analsysis in Time Domain
Lecture 32 - Response Analysis in Frequency Domain
Lecture 33 - Response History Analysis
Lecture 34 - Response Spectrum Analysis
Lecture 35 - Model Reduction Techniques
Lecture 36 - Free Vibration of Beams
Lecture 37 - Forced Vibration of Beams
Lecture 38 - FE Modelling and Modal Analysis of a Building
Lecture 39 - Modal Superposition Analysis of a Building
Lecture 40 - Response Spectrum Analysis of a Building
Lecture 41 - Modal Analysis of a Steel Bridge
