中华人民共和国建设部. GB 50017―2003 钢结构设计规范[S]. 北京: 中国计划出版社, 2003:53-55.Ministry of Housing and Urban-Rural Construction of the People’s Republic of China.GB 50017―2003 Code for design of steel structures [S].Beijing: China Planning Press, 2003:53-55.
[2]
王文明,郭彦林, 赵熙元.变截面门式钢刚架结构体系平面内稳定研究[J].建筑结构学报, 1999, 20(4): 25-33.WANG Wenming, GUO Yanlin, ZHAO Xiyuan. In-plane buckling behavior of steel portal frame with tapered members[J].Journal of Building Structures, 1999, 20(4): 25-33.
[3]
田兴运. 铰接门式刚架柱的计算长度系数[J]. 力学与实践, 2010, 32(2):108-111. TIAN Xingyun. Effective length factors of gabled frames column with hinges[J].Mechanics in Engineering, 2010, 32(2):108-111.
[4]
赵光明. 半刚性连接门式刚架三阶柱计算长度系数的研究[D].郑州:河南工业大学, 2011:46-54.ZHAO Guangming. Study on effective length coefficient of three-stepped columns in semi-rigid connection gabled portal rigid frames [D]. Zhengzhou:Henan University of Technology,2011:46-54.
[5]
吴怿哲, 蔡伟明, 翁来峰. 考虑柱间相互作用的无侧移柱计算长度系数求解[J]. 工程建设与设计, 2011(5): 64-67.WU Yizhe, CAI Weiming,WENG Laifeng. Effective-length factor calculation of non-sideway columns in consideration of their interaction [J].Construction & Design for Project, 2011(5): 64-67.
[6]
童根树,王金鹏. 考虑层与层相互支援的框架柱计算长度系数[J].建筑钢结构进展, 2004, 6(4): 9-14.TONG Genshu, WANG Jinpeng. Column effective length considering the inter-story interaction [J].Progress in Steel Building Structures. 2004, 6(4): 9-14.
[7]
TONG G S, WANG J P. Column effective lengths considering inter-story and inter-column interactions in sway-permitted frames[J].Journal of Constructional Steel Research, 2006, 62(5):413-423.
[8]
RAFTOYIANNISIG, ERMOPOULOS J C. Stability of tapered and stepped steel columns with initial imperfections[J].Engineering Structures, 2005, 27:1248-1257.
[9]
陈骥. 钢结构稳定理论与设计[M]. 6版. 北京: 科学出版社, 2014:30-40.CHEN Ji. Stability of steel structures theory and design[M], 6th ed.Beijing: Science Press, 2014:30-40.
