欢迎来到天天文库
浏览记录
ID:33404480
大小:7.79 MB
页数:60页
时间:2019-02-25
《大跨连续刚构桥收缩徐变与温度效应对车桥系统耦合振动振动的影响》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、西南交通大学硕士研究生学位论文第1I页AbstractWiththeacceleratingdevelopmentofChinesehi曲-speedrailway,thelong-spancontinuousrigidflamebridgeisverywidelyusedbyitsconvenientconstruction,strongspanningabilityandfavorablesmooth-goingoftheline.Alongwiththeincreasingofthespeedo
2、ftrain,itraisesahigllstandardforthesmooth-goingoftheline,while,thedeformationofthebridgecausedbycreep—shrinkageandtemperatureeffect,maydeterioratethecomfortableandrunningsafetyinhi曲-speedrailway.Therefore,itisimportantandmeaningfultomakesomecorrespondin
3、gresearch.Thethesistakesa88m+168m+88mcontinuousrigidframebridgeasanexample.Basedonvehicle-track-bridgecouplingvibrationtheory,takingtheeffectofcreep-shrinkageandtemperatureintoaccount,thevehicle—track-bridgecouplingvibrationisanalyzedinthisarticlewithBD
4、APV2.0(bridgedynamicanalysisprogram).Themainconclusionsareasfollows:(1)Consideringtheinfluenceofcreep—shrinkageortemperatureeffect,thereislittlechangeinthedynamicdisplacementandaccelerationofbridge,therateofwheelloadreduction.verticalaccelerationandSper
5、lingvalueincreaseindifferentdegreeS.Theresultshowthatthesafetyindexandthevehicleverticaldynamicresponseincreasedastheincrementofdeformation.(2)Whenthemostdisadvantageousconditionofcreep-shrinkageandtemperatureeffectsaretakenintoaccount.themaximumrateofw
6、heelloadreductionincreaseby14.3%whilethemaximumgrowthoftheverticalaccelerationofvehicleiSl0.7%.Theresultshowthatthecreep-shrinkageandtemperatureeffectmayhaveadverseeffectsintheanalysisofvehicle·track—bridgecoupledsystem.(3)nledeckdeformationcausedbycree
7、pandtemperaturechangesbelongstoverticallong—waveirregularity,affectsgreatlyinvehicleverticalcomfortwhenthetrainistravelingatahi曲speedwhilethelateralaccelerationandlateralSperlingvaluechangealittleinthiscondition.Theresearchresultsaresignificanttothetheo
8、reticalresearchandpracticalapplicationsforlong—spancontinuousrigidframebridge.Keywords:vehicle—track—bridgecoupledvibration,creep·shrinkage,temperatureeffect,continuousrigidflamebridge西南交通大学硕士研究生学位论文第1Il页目录第1章绪论⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯⋯
此文档下载收益归作者所有