ME – 085

*ME-085*

II Semester M.E. (Civil) (Earthquake Engineering) Degree Examination, June/July 2015 (2K8 Scheme) EQ 202 : STRUCTURAL DYNAMICS Time : 3 Hours

Max. Marks : 100 Note : 1) Answer any five full questions. 2) Assume any missing data suitably.

1. Explain with example :

(4×5=20)

i) Natural frequency ii) Resonance iii) Degrees of freedom iv) Damping. 2. Explain the numeral solution for response using Wilson θ -method.

20

3. Explain sensitivity analysis response and show that the sensitivity function p(t) is given by varying the stiffness. .. . mp ( τ ) + cp( τ ) + Kp ( τ ) = –x( τ ) 20 4. Obtain work balance equation and energy balance equation from an energy conservation perspective.

20

5. Obtain the natural periods of vibration for undamped free vibration system for 2DOF.

20

6. Explain sensitivity of natural frequencies to stiffness for a 2DOF system.

20

7. a) Obtain the mass metrix of an axial member.

10

b) Explain the structural properties to be determined to represent the motion in the dynamic equilibrium equation. 8. a) Explain orthogonality of mode shapes. b) Explain eigen values and eigen vectors _____________________

10 12 8

Structural dynamics.pdf

Obtain work balance equation and energy balance equation from an energy. conservation perspective. 20. 5. Obtain the natural periods of vibration for ...

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