[1] EDWARDS D S,MCMENEMY L,STAPLEY S A,et al.40 years of terrorist bombings a meta-analysis of the casualty and injury profile[J].Injury-International Journal of the Care of the Injured,2016,47(3):646-652.
[2] RAUX M,CARLI P,F Lapostolle,et al.Analysis of the medical response to November 2015 Paris terrorist attacks:resource utilization according to the cause of injury[J].Intensive Care Medicine,2019,45(9):1231-1240.
[3] GOLAN R,SOFFER D,GIVON A,et al.The ins and outs of terrorist bus explosions:Injury profiles of on-board explosions versus explosions occurring adjacent to a bus[J].Injury,2014,45(1):39-43.
[4] KIM J,KIM T.Assessment of progressive collapse-resisting capacity of steel moment frames[J].Journal of Constructional Steel Research,2009,65(1):169-179.
[5] MCKAY A,MARCHAND K,DIAZ M.Alicmate path method in progressive collapse analysis:variation of dynamic and nonlinear load increase factors[J].Practice Periodical on Structural Design & Construction,2008,17(4):152-160.
[6] COFFIELD A,ADELI H.Irregular steel building structures subjected to blast loading[J].Journal of Civil Engineering & Management,2016,22(1):17-25.
[7] JAYASHREE,BHARATWAJ,R Rakul.Dynamic response of a space framed structure subjected to blast load[J].International Journal of Civil & Structural Engineering,2013,4(1):98-105.
[8] KHANDELWAL K,EI-TAWIL S,SADEK F,et al.Macromodel-based simulation of progressive collapse steel frame structures[J].Journal of Structural Engineering,2008,134(7):1070-78.
[9] SONG B I,GIRIUNAS K A,SEZEN H.Progressive collapse testing and analysis of a steel frame building [J].Journal of Constructional Steel Research,2014,94:76-83.
[10] KRISHNAPPA N,BRUNEAU M,WARN G P.Weak-axis behavior of wide flange columns subjected to blast[J].Journal of Structural Engineering,2014,140(5):04013108.1-04013108.9.
[11] MAZURKIEWICZ L,MALACHOWSKI J,BARANOWSKI P.Blast loading influence on load carrying capacity of I-column[J].Engineering Structures,2015,104(DEC.1):107-115.
[12] MADULIAT S,NGO T D,TRAN P,et al.Performance of hollow steel tube bollards under quasi-static and lateral impact load[J].Thin-Walled Structures,2015,88(mar.):41-47.
[13] NASSR A A,RAZAQPUR A G,TAIT M J,et al.Dynamic response of steel columns subjected to blast loading[J].Journal of Structural Engineering,2014,140(7):04014036.1-04014036.15.
[14] NASSR A A,RAZAQPUR A G,TAIT M J,et al.Single and multi degree of freedom analysis of steel beams under blast loading[J].Nuclear Engineering & Design,2012,242(Jan.):63-77.
[15] A A A N,A A G R,A M J T,et al.Strength and stability of steel beam columns under blast load[J].International Journal of Impact Engineering,2013,55(5):34-48.
[16] YAN S,LIU L,LI P,et al.Dynamic response and failure mode analysis on light-weight steel columns under blast loads[J].Applied Mechanics and Materials,2012,166-169:1489-1497.
[17] JAMA H H,BAMBACH M R,NURICK G N,et al.Numerical modelling of square tubular steel beams subjected to transverse blast loads[J].Thin-Walled Structures,2009,47(12):1523-1534.
[19] LI M,ZONG Z,H Hao,et al.Experimental and numerical study on the behaviour of CFDST columns subjected to close in blast loading[J].Engineering Structures,2019,185(APR.15):203-220.
[22] NEMATI A.Evaluation of residual strength of steel columns under blast load[D].MSc Thesis,Shiraz University of Technology,Shiraz,Iran,2016.(in Persian)