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
Article Preview & Download


Share This Article

Conference Alert

NCSST-2021

AICTE Sponsored National Conference on Smart Systems and Technologies

Last Date: 25th November 2021

SWEC- Management

LATEST INNOVATION’S AND FUTURE TRENDS IN MANAGEMENT

Last Date: 7th November 2021

Go To Issue



Call For Paper

Volume 8 Issue 4

Last Date 25 September 2021

About Us

IJIRT.org enables door in research by providing high quality research articles in open access market.

Send us any query related to your research on editor@ijirt.org

Social Media

Google Verified Reviews

Contact Details

Telephone:6351679790
Email: editor@ijirt.org
Website: ijirt.org

Policies