Chung K F, Lawson R M. Simplified design of composite beams with large web openings to Euroeode4 [J]. Journal of Constructional Steel Researeh, 2001, 114(3): 135―163.
[3]
GB 50017-2003, 钢结构设计规范[S]. 北京: 中国计划出版社, 2003.
[4]
GB 50017-2003, Code for design of steel structrues [S]. Beijing: China Planning Press, 2003. (in Chinese)
Jiang Xiaofeng, Chen Yiyi. A review on the progressive collapse and control design of building structures [J]. China Civil Engineering Journal, 2008, 41(6): 1―8. (in Chinese)
[7]
Wang Ren, Xiong Zhuhua, Huang Wenbin. Plastic mechanics foundation [M]. Beijing: Science Press, 1982: 133―158. (in Chinese)
[8]
Yi W J, He Q F, Xiao Y, Kunnath S K. Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures [J]. ACI Structural Journal, 2008, 105(4): 433―439.
[9]
Saatci S. Behavior and modeling of reinforced concrete structures subjected to impact loads [D]. Graduate Department of Civil Engineering, University of Toronto, Toronto, 2007.
[10]
Fujikake K, Li B, Soeun S. Impact response of reinforced concrete beam and its analytical evaluation [J]. Journal of Structural Engineering, 2009, 135(8): 938―950.
[11]
Kaewkulchai G, Williamson E B. Beam element formulation and solution procedure for dynamic progressive collapse analysis [J]. Computers and Structures, 2004, 82(7/8): 639―651.
[12]
AISC-LRFD, Load and resistance factor design specification for steel structural buildings [S]. Chicago: American Institute of Steel Construction Inc, 1999.
[13]
European Committee for Standardization, Eurocode4: Design of composite steel and concrete structures [S]. Brussels: Belgium, 1994.