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1、同濟(jì)大學(xué)碩士學(xué)位論文INVESTIGATIONONTHESTRUCTURALBEHAVIOUROFREINFCEDCONCRETERIGIDFRAMESUNDERLATERALLOADSWINDEARTHQUAKELOADS姓名：FRANCISDONK申請(qǐng)學(xué)位級(jí)別：碩士專業(yè)：@指導(dǎo)教師：JIANDAHUA19940301INTRODUCTlON11ThePurposeofResearchTraditionally，theprimaryc
2、oncernofthestructuralengineerdesigningabuildinghasbeentheprovisionofstructurallysafeandadequatesystemtosupportthedesignverticalloadsThisiSunderstandablesincetheverticalload。resistingcapabilityofabuildingisitsreasonforexi
3、stenceAnycalculationsundertakentochecktheadequacyofthedesignwithregardtolateralloadswereoftencursoryinnatureandmoreasanafterthoughtthanasanessentialandintegralpartofthetotaldesigneffortThisattitudehasnotappearedtoaffectt
4、heresultingdesignssignificantlyaslongasthebuildingsinvolvedwerenottootall，werenotinseismiczones，orwereconstructedwithadequatebuilt—insafetymarginsintheformofsubstantialnonstructuralmasonrywallsandpartitionsWiththeincreas
5、inguseoflightcurtainwails，partitions，highstrengthconcrete，andsteelreinforcementintallbuildings，theeffectsofwindloadshavebecomemoresignificantAlso，theincreasingunderstandingofearthquakeeffectsonbuildingshasbroughtaboutamo
6、rerationalapproachtothedesignofbuildingstoresistseismicexcitationsThestudyprogressinourunderstandingofthebehaviourofstructuresandtheircomponentsundertheactionofvariousloads，togetherwiththegreaterrefinementinanalysiswhich
7、thecomputerhasallowed，hasledtogreaterdemandsonthestructuralengineertodevelopeconomicaldesignswithmorerealisticsafetyfactorsThepurposeofthispaperistodevelopnewstructuralconfigurationbyre—examinationofthemoreconventionalst
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