SEISMIC ANALYSIS OF HIGH RISE BUILDING G+20 IN SEISMIC ZONE 4 USING PUSHOVER ANALYSIS

SEISMIC ANALYSIS OF HIGH RISE BUILDING G+20 IN SEISMIC ZONE 4 USING PUSHOVER ANALYSIS
Author(s):
Muhammad Afzal, Kumar Vanshaj, Abhishek Mishra
Keywords:
Pushover analysis, Tekla Structural Designer (TSD), High Rise Building, BIM software, Seismic Zone 4
Abstract
The earthquakes in the Indian subcontinent have led to an increase in the seismic zoning factor over many parts of the country. Furthermore, ductility has become a problem for all buildings that were planned and specified using previous versions of the standards. Building seismic certification has become critical under such conditions. The present study focuses on the seismic performance of high-rise buildings. For this purpose, Tekla Structural Designer, a BIM software, has been used. And to achieve our goals, we perform pushover analysis. POA, or static pushover analysis, is gaining popularity as a simpler computer approach for evaluating the seismic performance of buildings. This technique suggests that the structure's reaction is exclusively governed by the first mode, which remains constant throughout time history.
Article Details
Unique Paper ID: 156073 Publication Volume & Issue: Volume 9, Issue 2 Page(s): 681 - 684
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