FireDOC Search

Author
Suzuki, J.
Title
Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 4: Collapse Temperature of Frameworks With Seismic Design.
Coporate
Tokyo University of Science, Japan
Journal
Fire Science and Technology, Vol. 26, No. 3, 177-258, 2007
Keywords
seismic design | temperature | steel frames | exposure | fire resistance | building collapse | steel structures | equations | beams | thermal stresses | stress (mechanics) | deformation | conservation | steels | expansion | columns | axial force | high rise buildings | floors
Identifiers
Finite Element Method (FEM); fire response analysis methods; dynamic analysis of framework including snap through process; frame model subjected to analysis; fire response analysis of framework; parameters for framework design; behavior of framework damaged by fire; inner span; outer column; process of the collapse mechanism during fire; yield axial force ratio; stress redistribution ratio; collapse temperature of frame