1009-6825201124-0048-022011-04-281984-710075。TU973.36A125。。。。、、、、。。9。15、、。。、、。22.1DennisEamon、1951“”300。。2.2ZineddinJacinto、。、、。、LS-DYNA、、。、——。。2.3J.MagnussonM.Hallgren49。、、、12。。。、。2.4T.D.NgoP.A.MendisLS-DYNA。GD.Chen——ANSYS。·84·372420118SHANXIARCHITECTUREVol.37No.24Aug.2011LS-DYNA—5。、LS-DYNA。2.0。、LS-DYNA。。。。LS-DYNA。TheodorKrauthammer。。3、。。、。、。。、。、、、。。。1NonakaT.ShearFailureofSteelMemberDuetoaBlastJ.InternationalJournalofimpactengineering200024231-238.2LonginowA.MniszewskiK.R..ProtectingBuildingAgainstVehicleBombAttacksJ.ASCEPracticePeriodicalonStruc-turalDesignandConstruction19961151-54.3.A.C.20041446-1451.4.J.20073344-10.5.A.C.2005.6.D.2005.7.J.20045528.8.D.2006.9.M.1986.10.J.2007285104-109.11.3RCJ.200786659-664.12.J.200998-10.13.FEMJ.2008sup21-24.14.J.2009644.15.J.200733138-140.16.J.2005202179-185.17.J.2006263256-261.Overviewonanti-explosionresearchofbuildingstructureSUNGuo-fengAbstractWithabriefillustrationontheanti-explosionresearchbackgroundofbuildingstructureitanalyzestheresearchstatusandcriticalpointsofconcretestructureanti-explosiondesignprospectsanti-explosionresearchofbuildingstructurewithaviewtopreventcontinuouscol-lapsibilityofbuildingstructureunderexplosioncompactingloadeffect.Keywordsbuildingstructureconcretestructureanti-explosionload·94·372420118