Faris Ali,David O' Conner.Structural Performance of Rotationally Restrained Steel Columns in Fire.Fire Safety Journal,2001,36:679-691
[2]
陈绍蕃.钢结构设计原理.北京:科学出版社,2001
[3]
陈骥.钢结构稳定理论与设计.北京:科学出版社,2003
[4]
沈祖炎,陈扬骥,陈以一.钢结构基本原理.北京:中国建筑工业出版社,2000
[5]
魏明钟.钢结构,武汉:武汉理工大学出版社,2002
[6]
日本钢结构协会.钢结构技术总览[建筑篇].陈以一,傅功义,译.北京:中国建筑工业出版社,2003
[7]
李国强,贺军利,蒋首超.钢柱的抗火试验与验算.建筑结构,2000,30(9):12-15
[8]
Franssen J M,Talamona D,Kruppa J,et al.Stability of Steel Columns in Case of Fire:Experimental Evaluation.Journal of Structural Engineering,1998(2):158-163
[9]
Toh W S,Tan K H,Fung T C.Compressive Resistance of Steel Columns in Fire:Rankine Approach.Journal of Structural Engineering,2000:398-405