王秀丽.多层钢框架梁柱连接节点抗震性能研究[D].哈尔滨: 哈尔滨工业大学, 2004. WANG Xiuli. Research on anti-seismic behavior of beam-column connections in multi-story steel frames[D]. Harbin: Harbin Institute of Technology, 2004.(in Chinese)
[2]
Duane K Miller. Lessons learned from the Northridge earthquake [J]. Engineering Structures, 1998, 20(4-6): 249-260.
[3]
茹继平,杨 娜,杨庆山.翼缘削弱型钢框架梁柱节点的性能研究综述[J].工程力学,2004,21(1):61-66. RU Jiping, YANG Na, YANG Qingshan.A review on the seismic performance of steel moment connections with reduced beam sections[J]. Engineering Mechanics, 2004, 21(1): 61-66.(in Chinese)
[4]
郭 兵,柳 锋,顾 强.梁柱端板连接的破坏模式及弯矩转角关系[J].土木工程学报,2002,35(5):24-27. GUO Bing, LIU Feng, GU Qiang, Failure mode and moment-rotation relationship for end-plate beam-column connections[J]. China Civil Engineering Journal, 2002, 35(5): 24-27.(in Chinese)
[5]
郭 兵,顾 强,柳 锋,等. 梁柱端板连接节点的滞回性能试验研究[J].建筑结构学报,2002,23(3):8-13. GUO Bing, GU Qiang, LIU Feng, et al, Experimental research on hysteretic behavior of end-plate beam-column connections[J]. Journal of Building Structures, 2002, 23(3): 8-13.(in Chinese)
[6]
JGJ82-91钢结构高强度螺栓连接的设计施工及验收规程[S]. 北京:中国建筑工业出版社, 1992. JGJ82-91 Code for Design,Construction and Acceptance of High Strength Bolting for Steel Construction[S]. Beijing: China Architecture Industry Press, 1992.(in Chinese)
[7]
FEMA-350 Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings[S]. FEMA, 2000.
[8]
GB 50011-2010建筑抗震设计规范[S]. 北京:中国建筑工业出版社, 2010. GB 50011-2010 Code for Seismic Design of Buildings[S]. Beijing: China Architecture Industry Press, 2001.(in Chinese)
[9]
樊宝锋,章梓茂,杨庆山,等.钢结构梁柱端板连接腹板开孔型节点的延性分析[J].工程力学,2009,26(3):140-147 FAN Baofeng, ZHANG Zimao, YANG Qingshan, et al, Ductility analysis of beam-to-column end-plate connections with web opening in steel structures[J]. Engineering Mechanics, 2009, 26(3): 140-147.(in Chinese)
[10]
JGJ 101-96建筑抗震试验方法规程[S].北京:中国建筑工业出版社,1997. JGJ 101-96 Specification of Testing Methods for Earthquake Resistant Building[S]. Beijing: China Architecture Industry Press, 1997.(in Chinese)