Analysis of Earth Quake Resistant Multi-Storeyed Building on Sloping Ground |
Author(s): |
| Md. Waheed Uddin , NAWAB SHAH ALAM KHAN COLLEGE OF ENGINEERING AND TECHNOLOGY; Prof. Syed Farrukh Anwar, NAWAB SHAH ALAM KHAN COLLEGE OF ENGINEERING AND TECHNOLOGY; Mr. Mohd. Firasath Ali, NAWAB SHAH ALAM KHAN COLLEGE OF ENGINEERING AND TECHNOLOGY |
Keywords: |
| Dynamic Analysis, Time History, Angle Variation |
Abstract |
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The thrust of this work is to investigate the performance of three buildings, The two step back building and step-set back building, resting 70 percent on severe sloping ground i.e.; ranging from 0° to 30°, and 30 percent on plain ground and set back building resting on plain ground. The three buildings are consisting of 15 storey geometrical, vertical and horizontal irregularity, when exposed to different range of Load combination as per the Indian code IS-1893 -2002. Study of performance of those building will carried out by using two methods, first Equivalent lateral force method (static method), the second is linear time history method by using software program STAAD Pro. The considered buildings for dynamic analysis are a 15 storey RC framed building resting in zone IV. |
Other Details |
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Paper ID: IJSRDV5I51341 Published in: Volume : 5, Issue : 5 Publication Date: 01/08/2017 Page(s): 1525-1527 |
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