01.11.2014 Views

UNIVERSITY OF KERALA - College of Engineering, Trivandrum

UNIVERSITY OF KERALA - College of Engineering, Trivandrum

UNIVERSITY OF KERALA - College of Engineering, Trivandrum

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

08.705.4 Elective-III STRUCTURAL ANALYSIS FOR<br />

DYNAMIC LOADS<br />

L T P/D Cr<br />

3 1 0 4<br />

Review: Dynamic Systems - parameters, Single degree <strong>of</strong> freedom (SD<strong>OF</strong>) systems, Equation <strong>of</strong> motion,<br />

Natural frequency, Free and forced vibration.<br />

Module I<br />

SD<strong>OF</strong> system subjected to harmonic loading - steady state amplitude, Dynamic magnification factor,<br />

Resonance.<br />

Impulse response function, Response <strong>of</strong> SD<strong>OF</strong> system subjected to general dynamic loading – Duhamel<br />

integral, Response <strong>of</strong> SD<strong>OF</strong> system to rectangular and triangular loads.<br />

SD<strong>OF</strong> system subjected to support motion, Vibration isolation, Transmissibility.<br />

Module II<br />

Multi-degree <strong>of</strong> freedom (MD<strong>OF</strong>) systems, Lumped mass systems, Shear building frames, Equation <strong>of</strong> motion<br />

<strong>of</strong> MD<strong>OF</strong> systems, Natural frequencies and mode shapes, Orthogonality <strong>of</strong> mode shapes, Free and forced<br />

vibration analysis - Mode superposition method.<br />

Module II<br />

Systems with distributed parameters – equation <strong>of</strong> motion for beam flexure (elementary case), Natural<br />

frequencies and mode shapes <strong>of</strong> simply supported beams.<br />

Earthquake analysis – response spectrum, Response spectrum analysis <strong>of</strong> MD<strong>OF</strong> system subjected to support<br />

motion.<br />

Calculation <strong>of</strong> design lateral forces due to earthquake – IS code method (IS:1893-2002).<br />

References:<br />

1. M. Mukhopadyay, Structural Dynamics - Vibrations & Systems, Ane Books India, New Delhi.<br />

2. R.W. Clough and J. Penzien, Dynamics <strong>of</strong> Structures, McGraw-Hill Inc., New York.<br />

3. Mario Paz, Structural Dynamics - Theory and Computation, CBC Publishers and Distributors, New<br />

Delhi.<br />

4. A.K. Chopra, Dynamics <strong>of</strong> Structures- Theory and Applications to Earthquake <strong>Engineering</strong>, Prentice<br />

Hall <strong>of</strong> India Pvt. Ltd., New Delhi<br />

5. J.W. Smith, Vibration <strong>of</strong> Structures, Chapman and Hall, London.<br />

6. IS:1893-2002, Criteria for earthquake Resistant Design <strong>of</strong> structures.<br />

Question Paper: Duration: 3 hours<br />

The Question paper contains Part A and Part B.<br />

Part A carries 8 compulsory questions (short answer questions) covering the entire syllabus and is for 40 marks.<br />

Part B is for 60 marks. There will be two questions from each module. The candidate has to answer one<br />

question out <strong>of</strong> two.<br />

Note: IS:1893-2002 is permitted in the examination hall. No others charts, tables and codes are permitted. If<br />

necessary relevant data shall be given along with the question paper by the question paper setter.<br />

79

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!