Volume 31 Issue 1
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WEI Hai-xia, CHEN Shi-ha. Effectsofthreemainfactorsofblastingseismicwavesonelastic-plasticseismicresponseofmultistorymasonrybuildings[J]. Explosion And Shock Waves, 2011, 31(1): 55-61. doi: 10.11883/1001-1455(2011)01-0055-07
Citation: WEI Hai-xia, CHEN Shi-ha. Effectsofthreemainfactorsofblastingseismicwaves onelastic-plasticseismicresponseofmultistorymasonrybuildings[J]. Explosion And Shock Waves, 2011, 31(1): 55-61. doi: 10.11883/1001-1455(2011)01-0055-07

Effectsofthreemainfactorsofblastingseismicwaves onelastic-plasticseismicresponseofmultistorymasonrybuildings

doi: 10.11883/1001-1455(2011)01-0055-07
Funds:

NationalNaturalScienceFoundationofChina(50778107)

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  • Corresponding author: WEI Hai-xia
  • Publish Date: 2011-01-25
  • Asetofprogramsforsolvingelastic-plasticseismicresponseofmultistorymasonrybuildingswaswrittenbyMatlab, whichcombinedNewmarktime-historymethodwithtwo-linearmodelof stiffnessdegradation.Afour-storymasonrybuildingwastakenastheanalyzedobject,andtheactual andartificial-simulatedblastingseismicwaveswereusedastheinputloads,whosecharacteristicparametersweretransformedbasedonacertainprinciple. Accordingtocalculatedresultsofamplitude forallstructuralelastic-plasticseismicresponse,effectsofamplitude,dominantfrequencyanddurationofblastingseismicwavesonelastic- plasticseismicresponseofmultistorymasonrybuildingswere discussedrespectively.Thepresentstudywillprovidetheoreticalandnumericalexperimentfoundationforestablishingmulti- parametersafetycriterionofblastingvibrationandassessingblastingseismiceffectsofbuildingsinblastingzone.
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