Syllabus - Structural Dynamics (CE 702(C))
Civil Engineering
Structural Dynamics (CE 702(C))
VII-Semester
Unit 1
Undamped Single Degree of Freedom System
Degree of freedom, undamped system, Force displacement relation, damping force, Equation of motion, mass-spring damper system, D’Alembert’s Principle, Solution of differential equation of motion, frequency, period and amplitude of motion.
Unit-2
Damped Single Degree of Freedom System
Viscous damping, equation of motion, critically damped systems, over and under damped systems, logarithmic decrement.
Unit-3
Response to harmonic and periodic vibrations
Harmonic vibration of undamped and viscously damped systems, natural frequency and damping, force transmission and vibration isolation, Fourier series representation, response to periodic force.
Unit-4
Response to Arbitrary, Step, and Pulse Excitation
Response to unit impulse, arbitrary force, Duhamel’s Integral, step force, rectangular pulse force, half cycle sinusoidal pulse force, triangular pulse force.
Unit-5
Multi Degree of Freedom System
Matrix formulation, stiffness and flexibility influence coefficients, eigen value problem, normal modes and their properties. Matrix iteration technique for eigen value, and eigen vectors, Free and forced vibration by modal analysis.
Course Objective
The objective of the course is to understand the behavior of structure to various dynamic loads.
Course Outcome
The students will learn the effect of dynamic loading on the structure and its analysis.
Practicals
Reference Books
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Chopra A. K., Dynamics of Structures, Prentice Hall of India, NewDelhi
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Clough R.W., Penzien J., Dynamics of structures,McGraw-Hill
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Biggs J M, Introduction to StructuralDynamics
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Mario Paz, Structural Dynamics, CBS publishers NewDelhi