Response of Fire Loading on Multi-story Continuous Steel Columns

Response of Fire Loading on Multi-story Continuous Steel Column
This project investigates the inelastic buckling analysis of continuous steel wide flange gravity columns under partial fire loading. During a fire event, portions of the building may remain at ambient conditions despite other areas of the structure heated by fire. The goal of this research is to study the behavior of inelastic column buckling during an isolated fire event and determine the magnitude of the stabilizing moments gained through surrounding ambient structural elements.

This project investigates the inelastic buckling analysis of continuous steel wide flange gravity columns under partial fire loading. During a fire event, portions of the building may remain at ambient conditions despite other areas of the structure heated by fire. The goal of this research is to study the behavior of inelastic column buckling during an isolated fire event and determine the magnitude of the stabilizing moments gained through surrounding ambient structural elements.

Sponsors: AISI-AISC #0825506
Faculty Investigator: Dr. Amit Varma
Graduate Student: Corbin St. Aubin