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ID:39129030
大小:4.47 MB
页数:62页
时间:2019-06-25
《端撑对220kV变电构架的静动力响应影响分析》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、万方数据STATICANDDYNAMICRESPONSEOFENDSURPPORTON220kVSUBSTATIONFRAMEABSTRACTSubstationframeisanindispensablestructuretoensurethesafetyoftransmissionline.Frameswithnoendsupportcanbeadoptedwhentheframeonlyhasafewspans.Consideringlargerlateralforce,frameswithendsupportisabette
2、rschemewhentheflamehasconsiderablespans.Undernormalcircumstance,insufficientstructuralstiffnessisthemajorflawofsubstationscheme,whichmeansdisplacementfailstomeettherequirement.Underearthquake,thesubstationframemaycollapsesuccessivelyandbecomeinstableasawhole,whichresul
3、tsinhugeeconomiclossandunfavorablesocialinfluence.IncorporatingendsupportCansignificantlyimprovethestiffnessandstrengthoftheflame,consequentlythestaticanddynamicresponseofthesubstationstructure.However,relatedresearcheshaverarelydoneSOfar.Thus,basedon220kVsubstationfla
4、me.theauthorhasconductedsomestudiesandproposesafewsuggestionsondesigningandoptimizingsubstationframe.Thekeypointsofthestudyareasfollows:Firstly,theauthorstudiestheinfluenceofendsupportonthestaticresponseofthesubstationframewasgivenatfirst.T11eresultsshowthatincorporati
5、ngendsupportcansignificantlyreducethemaximummoment,displacementandrotationofthemitercolumn.EventhoughtheinfluenceoftransversebraceonthedisplacementofstructuresiSnotobvious,itCanreducethemaximumbendingmomentofthebottomofmitercolumnby50%.n圮spanlengthhasagreatinfluenceons
6、tructuraldisplacementandrotationresponse.Secondly,theauthorgiventheinfluenceofendsupportonthedynamicresponseofthesubstationframe.Theresultsshowthatone-sidebraceCanⅡ万方数据improvethestructuralstiffnessbyabout16times,however,structuralstiffnesshaslittlespacetogrowwhenthebra
7、ceisarrangedontheotherside.Intheend,theauthorresearchedontheseismicresponseofendsupportunderfrequentearthquakeandrareearthquakerespectively.Theresultsshowthat,withnoendsupport,structureaccelerationandshearforceresponseisattheleastlevelwhileearthquakedisplacementreactio
8、nisgreat.Structurewithsinglebracecanreduceatleast80%ofdisplacementwhiletheaccelerationresponseisobvious.Thedisplaceme
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