摘要
Thefishbonemodelisasimplifiednumericalmodelformoment-resistingframesthatiscapableofmodellingtheeffectsofcolumn-beamstrengthandstiffnessratios.Theapplicabilityofthefishbonemodelinsimulatingtheseismicresponsesofreinforcedconcretemoment-resistingframesofdifferentsetsofcolumn-beamstrengthandstiffnessratiosareevaluatedthroughnonlinearstatic,dynamicandincrementaldynamicanalysisonsixprototypebuildingsof4-,8-and12-stories.Theresultsshowthatthefishbonemodelispracticallyaccurateenoughforreinforcedconcreteframes,althoughtheassumptionofequaljointrotationdoesnotholdinallcases.Inadditiontothegroundmotioncharacteristicsandthenumberofstoriesinthestructures,theaccuracyofthemodelalsovarieswiththecolumn-beamstiffnessandstrengthratios.Themodelperformsbetterforstrongcolumn-weakbeamframes,inwhichthelateraldriftpatternsarebettercontrolledbythecontinuousstiffnessprovidedbythestrongcolumns.Whentheinelasticdeformationislarge,theaccuracyofthemodelmaybesubjectedtolargerecord-to-recordvariability.Thisisespeciallythecaseforframesofweakcolumns.
出版日期
2019年02月12日（中国Betway体育网页登陆平台首次上网日期，不代表论文的发表时间）
