Lecture 16 of 48Week 4
Module 1: Response to Arbitrary Force
Prof. Ramancharala Pradeep Kumar · IIIT Hyderabad
Credits and licence
- From
- Structural Dynamics, IIIT Hyderabad (at NPTEL)
- Licence
- CC BY-NC-SA, as NPTEL states it. Non-commercial use only.
- Attribution
- NPTEL states: "Distributed under Creative Commons Attribution-ShareAlike / CC BY - NC - SA", beside a BY-NC-SA badge. Coordinated by IIT Madras.
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- Tweens profiles and older. How courses are placed
All the lectures
- Module 1: Introduction of Structural Dynamics
- Module 2: Types of Analysis
- Module 3: Degrees of Freedom
- Module 4: Vibrations of SDOF Systems
- Module 5: Methods Solution of Equilibrium Equation
- Module 6: UnDamped free Vibration
- Module 1: Damped Free Vibration
- Module 2: Types of Damping
- Module 3: Logarithmic Decrement
- Module 4: Dynamic Equilibrium Equation Using Energy Method
- Module 1: UnDamped Forced Vibration
- Module 2: Damped Forced Vibration
- Module 3: Relationship between Rd, Rv & Ra
- Module 4: Resonant Frequency & Half Power Band Width
- Module 5: Transmissibility
- Module 1: Response to Arbitrary Force
- Module 2: Special Cases in Arbitrary Force
- Module 3: Fourier Transformation
- Module 1: Numerical Methods
- Module 2: Methods Based on Interpolation of Excitation
- Module 3: Central Difference Method
- Module 4: Numerical Methods based on Variation of Acceleration: Newmark’s Method
- W05T01: Central Difference Method (Tutorial)
- Module 1: Response Spectrum
- Module 2: Special Cases of Response Spectrum
- Module 3: Development of Tripartite Plot
- Module 1: Multi-Degree of Freedom System
- Module 2: Multi-Degree of Freedom System: Solution of Equilibrium Equation
- Module 3: Multi-Degree of Freedom System: Modal Orthogonality
- Module 4: Approximate Methods For Finding Natural Frequency
- Tutorial 01: Generation of Mass Matrix
- Tutorial 2: Eigen vector and Modal Orthogonality
- Module 1: Time History Analysis
- Module 2: Response Spectrum Analysis
- Module 1: Three Dimensional Dynamic Analysis
- Module 2: Generation of Elastic Design Response Spectra
- W09T01: Centre of Mass & Centre of Stiffness
- Module 1: Vibration of Continuous Systems
- Module 2: Example Problem on Continuous system
- Module 3: Theory of Seismometer
- Module 1: Dynamics of Non Structural Elements
- Module 2: Non Structural Elements Example
- Module 1: Classical and Non-classical Damping
- Module 2: Vibration Control
- Module 3: Base Isolation
- Module 4: Tuned Mass Damper
- Live Session 06-02-2021
- Live Session 03-11-2022