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ID:40969345
大小:73.50 KB
页数:11页
时间:2019-08-12
《建筑物的地震荷载及抗震设计(原文)》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、EarthquakeLoads&EarthquakeResistantDesignofBuildingsAndrewKingStructuralEngineeringSectionLeaderBuildingResearchAssociationofNewZealand(BRANZ)Fax+6442356070Emaila.king@branz.org.nzAbstract:Theprimaryobjectiveofearthquakeresistantdesignistopreventbuildingcollapseduringearthquakesthusmi
2、nimisingtheriskofdeathorinjurytopeopleinoraroundthosebuildings.Becausedamagingearthquakesarerare,economicsdictatethatdamagetobuildingsisexpectedandacceptableprovidedcollapseisavoided.Earthquakeforcesaregeneratedbytheinertiaofbuildingsastheydynamicallyrespondtogroundmotion.Thedynamicna
3、tureoftheresponsemakesearthquakeloadingsmarkedlydifferentfromotherbuildingloads.Designertemptationtoconsiderearthquakesas‘averystrongwind’isatrapthatmustbeavoidedsincethedynamiccharacteristicsofthebuildingarefundamentaltothestructuralresponseandthustheearthquakeinducedactionsareableto
4、bemitigatedbydesign.Theconceptofdynamicconsiderationsofbuildingsisonewhichsometimesgeneratesuneaseanduncertaintywithinthedesigner.Althoughthisisunderstandable,andacommoncharacteristicofanynewchallenge,itisusuallymisplaced.Effectiveearthquakedesignmethodologiescanbe,andusuallyare,easil
5、ysimplifiedwithoutdetractingfromtheeffectivenessofthedesign.Indeedthehighlevelofuncertaintyrelatingtothegroundmotiongeneratedbyearthquakesseldomjustifiestheoftenusedcomplexanalysistechniquesnorthehighlevelofdesignsophisticationoftenemployed.Agoodearthquakeengineeringdesignisonewhereth
6、edesignertakescontrolofthebuildingbydictatinghowthebuildingistorespond.Thiscanbeachievedbyselectionofthepreferredresponsemode,selectingzoneswhereinelasticdeformationsareacceptableandsuppressingthedevelopmentofundesirableresponsemodeswhichcouldleadtobuildingcollapse.1.EarthquakeDesign-
7、AConceptualReviewModernearthquakedesignhasitsgenesisinthe1920’sand1930’s.Atthattimeearthquakedesigntypicallyinvolvedtheapplicationof10%ofthebuildingweightasalateralforceonthestructure,applieduniformlyuptheheightofthebuilding.Indeeditwasnotuntilthe1960’sthatstronggroundmotionaccelerogr
8、aphsb
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