Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 5: Behavior and Collapse Temperatures of Existing Frames During Fire Disasters.
Coporate
Tokyo University of Science, Japan
Journal
Fire Science and Technology,
Vol. 26,
No. 3,
259-282,
2007
fire response analysis for existing frames; behavior of frames during a fire; inner span; outer span; stress redistributing capacity of the columns; collapse temperature of frames