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ID:33006488
大小:1.85 MB
页数:84页
时间:2019-02-19
《高速铁路混凝土重力式桥墩抗震验算方法分析-(6282)》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、高速铁路混凝土重力式桥墩抗震验算方法研究AbstractGravitypierswithlowreinforcementratioslessthan0.5%havebeenwidelyusedinChina'shigh-speedrailwaysystem(eveninhighlyseismicintensityzone).ButthecurrentCodeforseismicdesignofrailwayengineeringhasnoclearprovisionforthem.Thedissertationstudiedanti-seismiccheckingmethodsofgra
2、vitypierswithlowreinforcementratios,inordertoprovidethebasisforseismicdesignofthesepiers.Themainworkisasfollows:(1)Afterreadingalotofliterature,analyzedthedamagecharacteristicsofreinforcedconcretepiersandreinforcedconcretepierswithlowratios,sumedupthecurrentsituationofanti-seismicstudyonpierswith
3、lowsteelratiosandpointedouttheexistingproblemsoftheseismicdesign.(2)Takinghigh-speedrailwaygravitypierswithlowreinforcementratiosforstudy,whichhavecommonspan,Conductedquasi-statictestonpiermodels(1:8)withdifferentreinforcementratios(0.1%-0.5%)andstudiedthefailurecharacteristics,deformationcapacit
4、y,carryingcapacity,hystereticbehavior,skeletoncurvesandenergydissipationcapacity.(3)Studiedthecheckingindicatorsandtheirreasonablelimitsofgravitypierswithlowreinforcementratiosundertheeffectoflow-levelearthquake.Consideringthesmallamountoflongitudinalbarsarebeneficialtostrengthandstabilityagainst
5、overturningofthepiers,wecanchoosedifferentallowableeccentricitybydifferentsteelratioswhenuseeccentricitytocheck.Alsodiscussedthefeasibilityofapplyingtheallowablestressmethodcheckingseismicperformanceofthepiers.(4)Studiedthethelimitedductilityseismicdesignmethodsandnonlinearanalyticalmodelunderthe
6、effectofhigh-levelearthquake.Basedontheresultofthemodeltest,gavethelimitedductilityfactors.Aspecificexamplewasanalyzed,whichverifiedtheanalysiswasfeasibility.(5)Basedontheprincipleofenergyequal,proposedasimplifiedanalysismethodofgravitypiersundertheeffectofhigh-levelearthquake,gavethespecificproc
7、essesoftheanalysis.Appliedthismethodtostudythehigh-speedrailway32mcharpydoubletrackbridgepiers,gotthelowerlimitofreinforcementratiosofdifferentseismicintensityzone.Keywords:railway;low-levelearthquake;high-levelearthqu
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