[2] [2] HUO Qing,WANG Yi-ping,LIU Guang-kun,et al.Failure mode and influencing factors of underground arched structure subjected to side top blast[J].Acta Armamentarii,2021,42(S1): 105-116.(in Chinese)

[4] [4] WANG Chao-shen,KANG Dao-hui,YOU Shi-hui,et al.Comparative analysis of distribution layer structure of underground tunnels under explosive loading[J].Chinese Journal of Computational Mechanics,2020,37(3): 377-383.(in Chinese)

[6] [6] DU Xiu-li,LIAO Wei-zhang,TIAN Zhi-min,et al.Dynamic response analysis of underground structures under explosion-induced loads[J].Explosion and Shock waves,2006,26(5): 474-480.(in Chinese)

[8] [8] XIE Le,YANG Zhi-yong,LI Huan-qiu.Dynamic response of rectangular tunnel lining structure under explosion[J].Blasting,2018,35(4): 40-46.(in Chinese)

[10] [10] FAN Jun-yu,FANG Qin,LIU Jin-chun.Characteristics of loads on shallow-buried structures under the ground conditions[J].Journal of PLA University of Science and Technology(Natural Science Edition),2008,9(6): 676-680.(in Chinese)

[12] [12] ZHANG Qian.Dynamic response of subsurface structures under the ground explosion[D].Xi′an: Chang′an University,2015.(in Chinese)

[14] [14] JIANG Shui-de,JIANG Jie-rui.Test on shallow-buried high-strength concrete structure under blast loading[J].Protective Engineering,2018,40(3): 1-4.(in Chinese)

[16] [16] DENG Peng.The load distribution and dynamic response of walls and columns of underground structure under internal explosion[D].Tianjin: Tianjin University,2013.(in Chinese)

[18] [18] SONG Hai-xian.Catastrophic response of the aboveground structure due to progressive collapse of neighboring underground structure under its internal blast loading[D].Tianjin: Tianjin University,2012.(in Chinese)

[20] [20] DENG Gui-de,ZHENG Jin-yang,CHEN Yong-jun,et al.Near-field blast loadings from explosion of two typically shaped charges[J].Journal of PLA University of Science and Technology(Natural Science Edition),2010,11(4): 462-467.(in Chinese)

[22] [22] ZHENG Yun-mu,TIAN Qiang,DU Jian-min.Dynamic numerical analysis of underground structure under strip charge explosion[J].Journal of Logistical Engineering University,2009,25(4): 1-5.(in Chinese)

[24] [24] ZHENG Yun-mu,TIAN Qiang,WANG Qi-fan,et al.The damage influence of explosion location of cylindrical charge on underground structures[J].Protective Engineering,2011,33(3): 5-10.(in Chinese)

[26] [26] LIAO Wei-zhang.Research on dynamic response and intelligent seismic isolation of underground structures under the action of conventional weapons explosion[D].Beijing: Beijing University of Technology,2007.(in Chinese)

[28] [28] ZHOU Qing,QI Lin.Analysis and comparison of 5 different common anti-explosion concrete material models of LS-DYNA software[J].Concrete,2019(361): 43-49.(in Chinese)

[30] [30] LU Zhi-fang,LIU Mu-yu.Analysis of dynamic response and structure damage of Yangtze River Tunnel subjected to different explosion loading[J].Blasting,2013,30(3): 5-9.(in Chinese)

[31] [31] TM5-855-1.Fundamentals of protective design for conventional weapons[S].US Army Engineers Waterways Experimental Station,1986.

[32] [32] HU Zhi-jian,HU Zhao-fang.Study of blast loading characteristics for bridge strucures[C]∥Proceeding of 19th national bridge symposium,Beijing: People′s Communication Press,2010: 771-776.

[33] [33] HAN G,YAN B,YANG Zan.Damage model test of prestressed T-Beam under explosion load[J].IEEE Access, 2019,7: 135340-135351.

[35] [35] HU Zhi-jian,ZHANG Yi-feng,LIU Fang.Blast-resistance analysis of long span concrete cable-stayed bridges[J].Journal of Vibration and Shock,2016,35(23): 209-215.(in Chinese)

[36] [36] WILLIAMS G D,WILLIAMSON E B.Response of reinforced concrete bridge columns subjected to blast loads[J].Journal of Structural Engineering, 2011,137(9): 903-913.

[37] [37] LIU H,TORRES D M,AGRAWAL A K,et al.Simplified blast-load effects on the column and bent beam of highway bridges[J].Journal of Bridge Engineering, 2015,20(10): 6015001.

[38] [38] LIU L,ZONG Z,MA Z J,et al.Experimental study on behavior and failure mode of PSRC bridge pier under close-in blast loading[J].Journal of Bridge Engineering, 2021,26(2): 4020124.

[40] [40] ZONG Zhou-hong,TANG Biao,GAO Chao,et al.Test on anti-explosion performance of reinforced concrete pier column [J].China Journal of Highway and Transportation, 2017,30(9): 51-60.(in Chinese)

[42] [42] SUN Shan-shan,ZHAO Jun-hai,ZHANG Chang-guang.Research on column pressure distribution of concrete-filled steel tube pier under Explosion Load [J].Blasting,2018, 35(2): 12-18.(in Chinese)

[43] [43] ECHEVARRIA A,ZAGHI A E,CHIARITO V,et al.Experimental comparison of the performance and residual capacity of CFFT and RC bridge columns subjected to blasts[J].Journal of Bridge Engineering, 2016,21(1): 4015026.

[45] [45] HENRYCH.Translated by XIONG Jian-guo.Explosion dynamics and its application [M].Beijing: Science and Technology Press,1987.(in Chinese)

[47] [47] GAO Xuan-neng,LIU Ying,WANG Shu-peng.Analysis of explosive shock wave pressure distribution on large-space cylindrical reticulated shell based on LS-DYNA [J].Journal of Vibration and Shock,2011(9): 70-75.(in Chinese)

[49] [49] LU Zhi-fang, LIU Mu-yu.Analysis of dynamic response and structure damage of Yangtze River Tunnel subjected to different explosion loading[J].Blasting,2013,30(3): 5-9.(in Chinese)