陶忠, 王文达. 现代组合结构和混合结构-试验、理论和方法[M]. 北京: 科学出版社, 2009: 2―7. Han Linhai, Tao Zhong, Wang Wenda. Advanced composite and mixed structures testing, theory and design approach [M]. Beijing: Science Press, 2009: 2―7. (in Chinese)
[2]
Mehrdad, Bazan Marlon, Sagiroglu Serkan. Experimental and analytical progressive collapse evaluation of actual reinforced concrete structure [J]. ACI Structural Journal, 2007, 104(6): 731―739.
[3]
Mehrdad. Response of a reinforced concrete infilled-frame structure to removal of two adjacent columns [J]. Engineering Structures, 2008, 30(9): 2478―2491.
[4]
Mehrdad, Sagiroglu Serkan. Progressive collapse resistance of Hotel San Diego [J]. Journal of Structural Engineering, ASCE, 2008, 134(3): 478―488.
[5]
印小晶, 林峰, 等. 建筑结构倒塌过程模拟与防倒塌设计[J]. 建筑结构学报, 2010, 6(31): 178―187. Gu Xianglin, Yin Xiaojing, Lin Feng, et al. Simulation of collapse process and design method to resist collapse for building structures [J]. Journal of Building Structures, 6(31): 178―187. (in Chinese)
[6]
王湛. 钢框架结构鲁棒性评估方法[J]. 土木工程学报, 2012, 45(9): 46―54. Huang Jizhuo, Wang Zhan. An approach to the measure of structural robustness for steel frames [J]. China Civil Engineering Journal, 2012, 45(9): 46―54. (in Chinese)
[7]
黄仕香, 赵新宇. 混凝土框剪结构的落层倒塌碰撞试验[J]. 工程力学, 2012, 29(6): 176―187. Wu Bo, Huang Shixiang, Zhao Xinyu. Experimatal study on pancake collapse of RC frame-shear wall structures [J]. Engineering Mechanics, 2012, 29(6): 176―187. (in Chinese)
[8]
A G, Izzuddin B A, Elghazouli A Y. Progressive collapse of multi-story buildings due to sudden column loss-Part II: Application [J]. Engineering Structures, 2008, 30(5): 1424―1438.
[9]
L. Nonlinear dynamic simulations of progressive collapse for a multistory building [J]. Engineering Structures, 2010, 32(5): 1223―1235.
[10]
陆新征, 叶列平, 等. 建筑结构倒塌分析的单自由度模型[J]. 工程力学, 2012, 29(10): 5―12. Shi Wei, Lu Xinzheng, Ye Lieping, et al. Single-degree- of-freedom hysteretic model for collapse analysis of building structures [J]. Engineering Mechanics, 2012, 29(10): 5―12. (in Chinese)
[11]
李易, 叶列平. 混凝土结构防连续倒塌理论与设计方法研究[M]. 北京: 中国建筑工业出版社, 2011: 21―28. Lu Xinzheng, Li Yi, Ye Lieping. Theory and design method for progressive collapse prevention of concrete structures [M]. Beijing: China Architecture & Building Press, 2011: 21―28. (in Chinese)
[12]
韩林海. 钢管混凝土柱-钢梁平面框架的滞回关系[J]. 清华大学学报(自然科学版), 2009, 49(12): 1934―1938. Wang Wenda, Han Linhai. Hysteresis relationship in concrete filled steel tubular columns and steel beam planar frames [J]. Journal of Tsinghua University (Science and Technology), 2009, 49(12): 1934―1938. (in Chinese)
[13]
M M, Setunge S. Stress-strain relationship of confined and unconfined concrete [J]. ACI Materials Journal, 1996, 93(5): 432―442.
[14]
钢管混凝土结构-理论与实践[M]. 第2版. 北京: 科学出版社, 2007: 72―73. Han Linhai. Concrete filled steel tubular structure-theory and practice [M]. 2nd ed. Beijing: Science Press, 2007: 72―73. (in Chinese)
[15]
钢管混凝土组合框架抗连续性倒塌性能研究[D]. 兰州: 兰州理工大学, 2012: 44―45. Zhou Xiaoyan. Research on behavior of concrete-filled steel tubular composite frame to resist progressive collapse [D]. Lanzhou: Lanzhou University of Technology, 2012: 44―45. (in Chinese)
[16]
2003. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects [S]. Washington, D.C.: The U.S. General Services Administration, 2003.
[17]
4-023-03, Design of buildings to resist progressive collapse [S]. Washington D.C.: The US Department of Defense, 2010.
[18]
50010-2010, 混凝土结构设计规范[S]. 北京: 中国建筑工业出版社, 2010: 16―17. GB 50010-2010, Code for concrete structure design [S]. Beijing: China Architecture & Building Press, 2010: 16―17. (in Chinese)
[19]
3-2010, 高层建筑混凝土结构技术规程[S]. 北京: 中国建筑工业出版社, 2010: 28―30. JGJ 3-2010, Technical specification for concrete structures of tall building [S]. Beijing: China Architecture & Building Press, 2010: 28―30. (in Chinese)
[20]
S, Agnew E. Comparison of various procedures for progressive collapse analysis [J]. Journal of Performance of Constructed Facilities, 2006, 20(4): 365―374.
[21]
7-05, Minimum design loads for buildings and other structures [S]. Reston, VA: American Society of Civil Engineering, 2005.
