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ID:33010402
大小:2.55 MB
页数:70页
时间:2019-02-19
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1、硕士学位论文ABSTRACTOwingtoconsistentbridgespanforms、similarsectionsandunifiedstructures,simplysupportedgirderbridgeshavebeenwidelyappliedinthehighspeedrailway.Withthesignificantimprovementoftrainspeed,thevibrationresponseofvehicle—bridgeincreasestoo.Therefor
2、e,theanalysisofvibrationofvehicle—bridgeinthehighspeedrailwaybridgedesignisnecessarytoensurethetrainsafetyandcomfortpassengerswhentrainsgothroughbridges.Basedon12typicalmulti—spansimplysupportedgirderbridgeswithhi'ghpiersinNanjing—HangzhouandShijiazhuan
3、g—WuhanPassengertransportexpressrailwayandSOon,thecoupledvibrationofvehicle·-bridgeofthemulti——spansimplysupportedgirderbridgeswithhighpiersinhighspeedrailway(theoreticalspeed350km/h)areanalyzedinthispaper.Themajorworkandconclusionsofthefull.textareasfo
4、llows:1.Spacefiniteelementmodelsofthe12multi—spansimplysupportedgirderbridgeswithhighpiersareestablishedandtheself-vibrationofbridgearecalculatedaswellasanalyzed.Theresultsshowthattheeigen—frequenciesofthebridgesmeettheregulatoryrequirements,andthebridg
5、eshavegoodstiffness.2.Theresponsesofvehicle—bridgevibrationofthe12bridgesarecalculatedwhenthehigh—speedtrain(includingtheGermanICE3,theFrenchTGVandthedomesticC300)goesthroughasingleortwo—lanebridgebythespeedsof250~420km/h.Theresultsshowtheindicatorsofth
6、ecalculationarewithinthelimits.3.Thetheoreticalresonantspeed(thepeakspeedofbridgeresponse)ofthe12bridgesarecalculatedwhenthehigh-speedtrain(includingtheGermanICE3,theFrenchTGVandthedomesticC300)goesthroughbridges.Itagreestotheresultsofthecalculationofsp
7、acevibrationresponseofvehicle—bridge.4.Accordingtocomprehensiveanalysisandcomparisonofmanynationalstandardsonlateralstiffnessofbridgepiers,aswellastheresultsofresponseofvehicle—bridgespatialvibrationofthe12multi-spansimplysupportedgirderbridgeswithhighp
8、iers,itisIldemonstratedinthisthesisthatlateralrigiditylimitofpiertopshouldberelaxedwhenthereisaincreaseinheightofpier.KEYWORDS:highspeedrailway,simplysupportedgirderbridge,highpier,vibrationofvehicle—bridge,lateralstiffness,analy
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