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Earthquake Engineering (Elective II) (April 2010)

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Total No. of Questions : 12] P1304 [Total No. of Pages :3 [3764] - 113 B.E. (Civil) EARTHQUAKE ENGINEERING (2003 Course) (Elective - II) Time : 3 Hours] [Max. Marks:100 Instructions to the candidates: 1) Solve Q.No. 1 or Q.No. 2, Q.No. 3 or Q.No. 4, Q.No. 5 or Q.No. 6 from section I and Q.No. 7 or Q.No. 8, Q.No. 9 or Q.No. 10, Q.No. 11 or Q.No. 12 from section II. 2) Answers to the two sections should be written in separate books. 3) Neat diagrams must be drawn wherever necessary. 4) Figures to the right indicate full marks. 5) Your answers will be valued as a whole. 6) Use of logarithmic tables, slide rule and nonprogrammable electronic pocket calculator is allowed. 7) Assume suitable data, if necessary. 8) Use of latest IS codes. 9) All formulae used, numerical values substituted and answers at intermediate steps should be shown clearly. SECTION - I Q1) a) b) Q2) a) b) Q3) a) b) c) Name the major plates of earth and explain the Plate Tectonic Theory.[6] What is intensity of earthquake? Describe Modified Mercalli Earthquake Intensity Scale and Magnitude of earthquake. [10] OR State the causes of earthquake and describe the nature of earthquake motion. [6] Classify and describe with suitable sketches different types of waves generated by an earthquake and their effects on structure. [10] Obtain expressions for dynamic amplification factor (DAF) for un-damped SDOF system subjected to harmonic loading. Also state when the displacement will remain in phase with applied load? [6] What is logarithmic decrement? Prove that logarithmic decrement = 2 for very small values of . [6] In a free vibration test on single storey RC structure following observations are recorded[6] P.T.O.

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Additional Info : April 2010 Examination - Earthquake Engineering (Elective II) (2003 Course)
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