Impact Factor
7.883
Call For Paper
Volume 12 Issue 07
July 2026
Download Paper Format
Copyright Form
Author(s)
Nirav Gohil Abbas Jamani
Abstract
In This Study, An Attempt Is Made To Study The Behaviour Of Steel Building Having Geometric Irregularity When Subjected To Seismic Load. For The Study Purpose, 9 Models Are Selected Each Possessing Varying Percentage Of Re-entrant Corner (Plan) Irregulari
Keywords
Re-entrant Corner Irregularity
Response Spectrum Analysis
Steel Building
Staad-Pro.
Paper ID
IJSARTV3I48984
Publication Date
April 18, 2017
Research Area
Structural Engineering