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EQ-501 Structural Dynamics

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Single degree of freedom system: formulation of equation of motion and its methods of formulation, free vibration response; undamped free vibration and damped free vibration; response to different types of dynamic loadings and different methods of analysis of nonlinear structural response.

Multi degree of freedom system: formulation of equation of motion and evaluation of structural property matrix, undamped free vibration, vibration frequencies; mode shapes, orthogonality conditions, methods of practical vibration analysis and analysis of nonlinear systems, introduction to random vibration, application of structural dynamics to earthquake engineering  and  methods  of  deterministic  analysis,  soil  frame  interaction.

 
 
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