Wang Wanzhen. Fracture mechanism, cyclical performance and design recommendations of welded flange-bolted web beam-to-column rigid connections in steel moment frames under seismic load [D]. Xi’an: Xi’an University of Architecture and Technology, 2003. (in Chinese)
[3]
陈绍蕃. 钢结构设计原理[M]. 北京: 科技出版社, 1998: 188―189.
[4]
Chen Shaofan. Principles of steel structure design [M]. Beijing: Science and Technology Press, 1998: 188―189. (in Chinese)
[5]
Fielding D J, Huang J S. Shear in steel beam-to-column connections [J]. The Welding Journal, 1971, 50(7): 1―10.
[6]
Krawinkler H, Popov E P. Seismic behavior of moment connections and joints [J]. Journal of the Structural Division, 1982, 108(ST2): 373―391.
Xue Jianyang, Hu Zongbo, Peng Xiuning, Liu Zuqiang. Analysis of shear resistance of irregular joint between steel box columns and beams [J]. Civil Engineering Journal, 2011, 44(8): 9―15. (in Chinese)
Japan Steel Construction Society. Overview of steel structure technology [M]. Translated by Chen Yiyi, Fu Gongyi. Beijing: China Building Industry Press, 2003: 265―270. (in Chinese)
[11]
Wardenier J. Hollow section in structural applications [M]. NewYork: John Wiley & Sons, 2002: 75―80.
[12]
舒兴平. 高等钢结构分析与设计原理[M]. 北京: 科学出版社, 2006: 235―236.
[13]
Shu Xingping. Higher principles of steel structure design and analysis [M]. Beijing: Science and Technology Press, 2006: 235―236. (in Chinese)
[14]
GB50011-2001, 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2001.
[15]
GB50011-2001, Code for seismic design of buildings [S]. Beijing: China Building Industry Press, 2001. (in Chinese)
Guo Bing, Ji Weidong, Zhao Yongsheng, Song Zhensen. Design of multi-floor civil steel structure building [M]. Beijing: China Building Industry Press, 2005: 306―310. (in Chinese)
Xue Jianyang, Hu Zongbo, Peng Xiuning, Liu Zuqiang. Experimental study on failure mechanism of irregular joint between steel box columns and beams [J]. Journal of Building Structures, 2010, 31(Suppl I): 50―54. (in Chinese)