National Natural Science Foundation Committee. Subject development strategy research report-construction, environment and civil engineering II [R]. Beijing: Science Press, 2006. (in Chinese)
Wang Meng, Shi Yongjiu, Shi Gang, Wang Yuanqing. Analysis on degraded and damage hysteretic model of high-rise steel frame structures and connections [J]. Industrial Construction, 2009(Suppl): 973―981. (in Chinese)
Shi Yongjiu, Wang Meng, Wang Yuanqing. Analysis on seismic behavior of different structural constructions of welded steel frame connections [J]. Engineering Mechanics, 2012, 29(7): 75―83. (in Chinese) 浏览
[7]
Egor P, Yang T, Chang S. Design of steel MRF connections before and after 1994 Northridge Earthquake [J]. Engineering Structures, 1998, 20(12): 1030―1038.
[8]
陈宏. 高层钢结构节点地震脆断机理及抗震性能研究[D]. 北京: 中国矿业大学, 2001.
[9]
Chen Hong. Seismic brittle fracture mechanism and seismic behavior of steel beam-column connections in tall buildings [D]. Beijing: China University of Mining and Technology, 2001. (in Chinese)
[10]
Cheng C, Chun C, Cheng H. Ductile moment connections used in steel column-tree moment-resisting frames [J]. Journal of Constructional Steel Research, 2006, 62(8): 793―801.
[11]
James M R, Changshi Mao, Le Wu Lu, et al. Inelastic cyclic testing of welded unreinforced moment connections [J]. Journal of Structural Engineering, 2002, 128(4): 429―440.
[12]
Cheng C, Shuan W, Ming D, et al. Cyclic behaviour of unreinforced and rib-reinforced moment connections [J]. Journal of Constructional Steel Research. 2005, 61(1): 1―21.
[13]
Lee C H, Jung J H, Oh M H, et al. Experimental study of cyclic seismic behavior of steel moment connections reinforced with ribs [J]. Journal of Structural Engineering, 2005, 131(1): 108―118.
[14]
Yu Q S, Uang C M, Gross J. Seismic rehabilitation design of steel moment connection with welded haunch [J]. Journal of Structural Engineering, 2000, 126(1): 69―78.
[15]
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.
[16]
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)
[17]
Castiglioni C A, Paima D N. Experimental behavior of steel member under cyclic bending [J]. Costruzioni Metalliche, 1989, 2(3): 97―114.
Hao Jiping. Experimental and theoretical study of local buckling and low cyclic fatigue of steel structure under cyclic load [D]. Xi’an: Xi’an University of Architecture and Technology, 1995. (in Chinese)
Shi Yongjiu, Wang Meng, Wang Yuanqing. Analysis on seismic behavior of steel frame under multi-scale calculation method [J]. Engineering Mechanics, 2011, 28(12): 20―26. (in Chinese) 浏览
[22]
Carlo A, Raffaele P. Failure criteria and cumulative damage models for steel components under cyclic loading [J]. Journal of Constructional Steel Research, 2009, 65(4): 751―765.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. GB 50011-2001, Code for seismic design of buildings [S]. Beijing: China Architecture & Building Press, 2001. (in Chinese)
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. GB 50009-2001, Load code for design of building structures [S]. Beijing: China Architecture & Building Press, 2001. (in Chinese)
