Samuel Tan. Cable-based retrofit of steel building floors to prevent progressive collapse [D]. Berkeley: University of California in Berkeley, 2003.
[2]
Bonder S R, Symonds P S. Experiments on dynamic plastic loading of frames [J]. International Journal of Solids and Structures, 1979, 15(1): 1-13.
[3]
Symonds P S, Chon C T. Large viscoplastic deflections of impulsively loaded plane frames [J]. International Journal of Solids and Structures, 1979, 15(1): 15-31.
[4]
Lynn K M, Isobe D. Structural collapse analysis of framed structures under impact loads using ASI-Gauss finite element method [J]. International Journal of Impact Engineering, 2007, 34(9): 1500-1516.
[5]
Zhi Xudong, Wang Duozhi, Fan Feng. Cost-effectiveness of protective measures for single-layer reticulated domes subject to impact load [J]. International Journal of Steel Structures, 2012, 12(3): 311-319.
[6]
Fan Feng, Wang Duozhi, Zhi Xudong, Shen Shizhao. Failure modes of reticulated domes subjected to impact and the judgment [J]. Thin-Walled Structures, 2010, 48(2): 143-149.
[7]
王多智, 范峰, 支旭东, 沈世钊. 单层球面网壳冲击试验研究[J]. 建筑结构学报, 2011, 32(8): 34-41. Wang Duozhi, Fan Feng, Zhi Xudong Shen Shizhao. Experimental study on single-layer reticulated dome under impact [J]. Journal of Building Structures, 2011, 32(8): 34-41. (in Chinese)
[8]
王多智. 冲击荷载下网壳结构的失效机理研究[D]. 哈尔滨: 哈尔滨工业大学, 2010. Wang Duozhi. Failure mechanism of reticulated shells under impact [D]. Harbin: Harbin Institute of Technology, 2010. (in Chinese)
[9]
田永红. 冲击荷载下短程线型和肋环斜杆型球面网壳的失效模式[D]. 哈尔滨: 哈尔滨工业大学, 2010. Tian Yonghong. Failure modes of geodesic and schwedler reticulated domes under impact loads [D]. Harbin: Harbin Institute of Technology, 2010. (in Chinese)
[10]
尹弘峰. 单层球面网壳的冲击荷载与冲击响应研究[D]. 哈尔滨: 哈尔滨工业大学, 2012. Yin Hongfeng. Loading model and dynamic responses of single-layer reticulated domes under impact loads [D]. Harbin: Harbin Institute of Technology, 2012. (in Chinese)
[11]
范峰, 王多智, 支旭东, 沈世钊. K8型单层球面网壳抗冲击荷载性能研究[J]. 工程力学, 2009, 26(6): 75-81. Fan Feng, Wang Duozhi, Zhi Xudong, Shen Shizhao. Performance for kiewitt8 single-layer reticulated domes subjected to impact load [J]. Engineering Mechanics, 2009, 26(6): 75-81. (in Chinese)
