CE-702 (C) Structural Dynamics Notes
5 notes for Structural Dynamics, unit by unit.
Notes for CE-702 (C)
- Unit 1 · Short notes Undamped Single Degree of Freedom System Degree of freedom · Undamped system · Force–displacement relation · Damping force · Equation of motion · Mass–spring–damper system
- Unit 2 · Short notes Damped Single Degree of Freedom System Viscous damping · Equation of motion for damped systems · Critically damped systems · Over‑damped and under‑damped systems · Logarithmic decrement
- Unit 3 · Short notes Response to Harmonic and Periodic Vibrations Harmonic vibration of undamped and viscously damped systems · Natural frequency and damping ratio · Force transmission and vibration isolation · Fourier series representation of periodic forces · Response to periodic excitation
- Unit 4 · Short notes Response to Arbitrary, Step, and Pulse Excitation Response to unit impulse (Dirac delta) · Response to arbitrary force functions · Duhamel’s integral for transient response · Step force response · Rectangular pulse force response · Half‑cycle sinusoidal pulse force response
- Unit 5 · Short notes Multi Degree of Freedom System Matrix formulation of multi‑degree‑of‑freedom systems · Stiffness and flexibility influence coefficients · Eigenvalue problem for natural frequencies · Normal modes and their properties · Matrix iteration techniques for eigenvalues and eigenvectors · Free and forced vibration analysis by modal superposition
More for CE-702 (C)
Other 7th semester CE subjects
- CE-701 Geotechnical Engg
- CE-702 (A) Prestressed Concrete Structures
- CE-702 (B) Environmental Engg‑II
- CE-702 (D) Structural Design and Drawing (RCC-II)
- CE-703 (A) Internet of Things
- CE-703 (B) Project Management
- CE-703 (C) Integrated Waste Management
- CE-703 (D) Building Services
- CE-704 Prestressed Concrete Structures Lab
- CE-705 IOT Lab