高架轨道交通引起的车桥振动与控制分析-(6272)

高架轨道交通引起的车桥振动与控制分析-(6272)

ID:33117964

大小:12.91 MB

页数:74页

时间:2019-02-20

高架轨道交通引起的车桥振动与控制分析-(6272)_第1页
高架轨道交通引起的车桥振动与控制分析-(6272)_第2页
高架轨道交通引起的车桥振动与控制分析-(6272)_第3页
高架轨道交通引起的车桥振动与控制分析-(6272)_第4页
高架轨道交通引起的车桥振动与控制分析-(6272)_第5页
资源描述:

《高架轨道交通引起的车桥振动与控制分析-(6272)》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、万方数据ABSTRACTABSTRACTABSTRUCT-Withtherapiddevelopmentofurbanrailtraffic,viaductrailtraffic,asonepartofurbanrailtraffic,alsodevelopsquickly.Thevibrationandenvironmentalproblemsinducedbyurbanrailtraffichavebeenattachedmoreattentionaswell.Whentrainsrunonviaductsofs

2、outhextensionofNanjingsubwaylineone,abnormalverticalvibrationcomesalong.Takingthephenomenaasanengineeringbackground,thispaperstudiesthetrain—bridgevibrationinducedbyviaductrailtrafficandcontrolmethods.Thispaperstudiesthevibrationoftrainandbridgebymeansoftheoret

3、icalanalysis,numericalsimulmionanalysis,experimentalverification.Intherecognitionofnaturalvibrationfrequencyofsubwaytrain,thispaperdeducesthedynamicsequationconsideringthedynamicinteractionofadjacenttrains.Inthispaper,fastenerstiffnessisalsoconsideredintheanaly

4、sisoftrain-track-bridgedynamicinteraction.Themainconclusionsareasfollows:(1)Actualparametersandnaturalvibrationfrequencyoftrainsareobtainedbyfieldtestofcar-bodynaturalvibrationandadjustmentofnaturalvibrationfrequencyoftrains,SOtheconclusionthattheresonancebetwe

5、entrainsandbridgewillnotoccuraredrawn.(2)Thevelocityconditionforresonancebetweentrainsandbridgeisgivenbythecomparisonofcar-bodynaturalvibrationfrequencywiththeequivalentmotivationappliedontrainswhentrainsmIlthroughequivalentspansofsimplysupportedbeams.(3)Vertic

6、alvibrationoftrainswillgetstrongwhentrainsrunfaster.Astherateofloadinggetshigher,thevibrationoftrainswillreduce.(4)Differencesofdampingfastenerswillhaveremarkableeffectsontrain—bridgevibration.AlthoughrelatedresearchshowsthattypeDTVIl2fastenerhasworseeffectonth

7、econtrolofenvironmentalvibrationcomparing、衙thtypeIllshockabsorber,thispaperfindsthattypeDTVIl2fastenerCandobetterinthecontroloftrain—bridgevibrationthantypeIIIshockabsorbenWiththecombiningoftheoryandexperiment,acomprehensivetestofthevibrationalstateoftrainsisca

8、rdedoutduringtheperiodoftrainoperation,andthecorrectnessoftheaboveconclusionscanbeverified.KEYWORDS:viaductrailtraffic;vibration;train—bridgevibration;emulationcalculation;s

当前文档最多预览五页,下载文档查看全文

此文档下载收益归作者所有

当前文档最多预览五页,下载文档查看全文
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,天天文库负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。