摘要
推导了钢梁遭受火灾时断面上的应力情况。
The stress on the section in girder of steel fram e in conflagration w as deduced. Som em easurem ents to prevent from the buckling of the girder flange in conflagration w ere suggested.
出处
《天津城市建设学院学报》
CAS
1999年第2期12-14,共3页
Journal of Tianjin Institute of Urban Construction
关键词
火灾
钢梁
梁翼板
应力
钢框架
steel girder, elastic fixed end, fire proof m easurem ent