[1] 陈绍蕃,顾 强.钢结构基础[M].2版.北京:中国建筑工业出版社,2007.
CHEN Shao-fan,GU Qiang.Steel Structure Basis[M].2nd ed.Beijing:China Architecture & Building Press,2007.
[2]GB 50017—2003,钢结构设计规范[S].
GB 50017—2003,Code for Design of Steel Structures [S].
[3]AS 4100-1998,Steel Structures[S].
[4]DIN 18800-2-1990,Structural Steelwork-Analysis of Safety Against Buckling of Linear Members and Frames[S].
[5]陈绍蕃.受弯构件的整体稳定[J].钢结构,1992(3):33-45.
CHEN Shao-fan.Beams' Lateral Stability[J].Steel Construction,1992(3):33-45.
[6]夏志斌,潘有昌,张显杰.焊接工字钢梁的非弹性侧扭屈曲[J].浙江大学学报,1985,19(增):93-105.
XIA Zhi-bin,PAN You-chang,ZHANG Xian-jie.The Elastic Lateral Buckling of the Welded I-section Beams[J].Journal of Zhejiang University,1985,19(S):93-105.
[7]夏志斌.受弯钢构件整体稳定性的计算[J].钢结构,1991(1):34-41.
XIA Zhi-bin.The Calculation Method of the Beams' Lateral Stability[J].Steel Construction,1991(1):34-41.
[8]夏志斌,姚 谏.钢结构原理与设计[M].北京:中国建筑工业出版社,2004.
XIA Zhi-bin,YAO Jian.Steel Structure Principle and Design [M].Beijing:China Architecture & Building Press,2004.
[9]陈绍蕃.钢结构设计原理[M].北京:科学出版社,2005.
CHEN Shao-fan.Design Principles of Steel Structure [M].Beijing:Science Press,2005.
[10]王国周.钢结构残余应力分布的若干特点[J].工业建筑,1981(8):31-35,20.
WANG Guo-zhou.The Characteristics of the Residual Stress on Steel Structure [J].Industry Construction,1981(8):31-35,20.
[11]陈惠发.钢框架稳定设计[M].周绥平,译.上海:世界图书出版公司,1999.
CHEN W F.Stability Design of Steel Frames[M].Translated by ZHOU Sui-ping.Shanghai:World Publishing Corporation,1999.
[12]王国周,瞿履谦.钢结构原理与设计[M].北京:清华大学出版社,2001.
WANG Guo-zhou,QU Lu-qian.Steel Structure Principle and Design[M].Beijing:Tsinghua University Press,2001.