Ultimate Temperature of Steel Frames Exposed to Fire - Part 3 Influence of Local Buckling on the Ultimate Temperature 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: Ultimate temperature;    Local Buckling;    Stress redistribution Collapse mode;    Seismic Design;    Redundancy;   

DOI  :  10.3210/fst.26.345

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