Analysis of Progressive Collapse of Moment Resisting Steel Frames for Failure Performance Improvement
摘要
A moment-resisting steel frame's progressive collapse analysis is presented. Using STAAD PRO V8 for three distinct threat-independent column removal situations, the structural model was analyzed, and the alternative load path approach was used. The General Service Administration (GSA-2003) criteria for calculating the likelihood for progressive collapse are being followed when removing columns. Results for leisure that removes a crucial structural member are displayed.