Ultimate Temperature of Steel Frames Exposed to Fire - Part 2 Stress Redistribution and Limit of Deformation of Steel Frames -

Fire Science and Technology

Yoshifumi Ohmiya¹  Takashi Terakawa¹  Takao Wakamatsu¹  Hiroyuki Suzuki²  Junichi Suzuki¹ 

[1] Tokyo University of Science, Japan;University of Tsukuba, Japan

关键词: Limit of deformation;    Total buckling;    Seismic Design Collapse mode;    Stress redistribution;    Redundancy;   

DOI  :  10.3210/fst.26.339

学科分类：环境科学（综合）

来源: Tokyo University of Science * Center for Fire Science and Technology for Building

【 授权许可】

Unknown