[1]
S. R. Bonder, Symonds PS, Experiments on dynamic plastic loading of frames, International Journal of Solids and Structures. 15(1979)1–13.
DOI: 10.1016/0020-7683(79)90039-8
Google Scholar
[2]
Q. Zhou, T. X. Yu, Z. P. Huang, The large deflection of plastic response of a right- angle frame to impact, Explosion and Shock Waves (in Chinese). 4(1989)120–9.
Google Scholar
[3]
T. Samuel, Cable-based retrofit of steel building floors to prevent progressive collapse, PhD Thesis. California, The University of California in Berkeley, (2003).
Google Scholar
[4]
K. M. Lynn, D, Isobe, Structural collapse analysis of framed structures under impact loads using ASI-gauss finite element method, International Journal of Impact Engineering. 34(2007) 1500-1516.
DOI: 10.1016/j.ijimpeng.2006.10.011
Google Scholar
[5]
K. Guo, Dynamic analysis of single-layer reticulated shells under impact (in Chinese), Dissertation for Master Degrees, Taiyuan, China: Taiyuan University of Technology, (2004).
Google Scholar
[6]
H. W. Li, K. Guo, J. W. Wei, D. Q. Qin, The dynamic response of a single-layer reticulated shell to drop hammer impact, Explosion and Shock Waves (in Chinese). 26(2006)39–45.
Google Scholar
[7]
J. L. Shi, Dynamic response research on K8 single-layer reticulated dome under impact (in Chinese), Dissertation for Master Degree. Taiyuan, China: Taiyuan University of Technology, (2005).
Google Scholar
[8]
F. Fan, D. Z. Wang, X. D. Zhi, S. Z. Shen. Failure modes of reticulated domes subjected to impact and the judgment, Thin-Walled Structures. 48 (2010) 143-149.
DOI: 10.1016/j.tws.2009.08.005
Google Scholar
[9]
F. Fan, D. Z. Wang, X. D. Zhi, S. Z. Shen. Failure modes for single-layer reticulated domes under impact loads, Transactions of Tianjin University. 14(2008) 545–50.
DOI: 10.1007/s12209-008-0094-7
Google Scholar
[10]
D. Z. Wang, X. D. Zhi, F. Fan, S. Z. Shen, Failure process and energy transmission for single-layer reticulated domes under impact loads, Transactions of Tianjin University. 14(2008)551–7.
DOI: 10.1007/s12209-008-0095-6
Google Scholar