damping models for structural vibration

damping models for structural vibration

ID:30216907

大小:3.94 MB

页数:228页

时间:2018-12-28

damping models for structural vibration_第1页
damping models for structural vibration_第2页
damping models for structural vibration_第3页
damping models for structural vibration_第4页
damping models for structural vibration_第5页
资源描述:

《damping models for structural vibration》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、DampingModelsforStructuralVibrationCambridgeUniversityEngineeringDepartmentAdissertationsubmittedtotheUniversityofCambridgefortheDegreeofDoctorofPhilosophybySondiponAdhikariTrinityCollege,CambridgeSeptember,2000iiTomyParentsivDeclarationThisdissertationdescribespartoftheresear

2、chperformedattheCambridgeUniversityEngineeringDepartmentbetweenOctober1997andSeptember2000.Itistheresultofmyownworkandincludesnothingwhichistheoutcomeofworkdoneincollaboration,exceptwherestated.Thedissertationcontainsapproximately63,000words,120figuresand160references.SondiponA

3、dhikariSeptember,2000vviDECLARATIONAbstractThisdissertationreportsasystematicstudyonanalysisandidentificationofmultipleparameterdampedmechanicalsystems.Theattentionisfocusedonviscouslyandnon-viscouslydampedmultipledegree-of-freedomlinearvibratingsystems.Thenon-viscousdampingmod

4、elissuchthatthedampingforcesdependonthepasthistoryofmotionviaconvolutionintegralsoversomekernelfunctions.Thefamiliarviscousdampingmodelisaspecialcaseofthisgenerallineardampingmodelwhenthekernelfunctionshavenomemory.Theconceptofproportionaldampingiscriticallyexaminedandageneral

5、izedformofproportionaldampingisproposed.Itisshownthattheproportionaldampingcanexistevenwhenthedampingmechanismisnon-viscous.Classicalmodalanalysisisextendedtodealwithgeneralnon-viscouslydampedmultipledegree-of-freedomlineardynamicsystems.Thenewmethodissimilartotheexistingmetho

6、dwithsomemodificationsduetonon-viscouseffectofthedampingmechanism.Theconceptof(complex)elasticmodesandnon-viscousmodeshavebeenintroducedandnumericalmethodsaresuggestedtoobtainthem.Itisfurthershownthatthesystemresponsecanbeobtainedexactlyintermsofthesemodes.Modeorthogonalityrela

7、tionships,knownforundampedorviscouslydampedsystems,havebeengeneralizedtonon-viscouslydampedsystems.Severalusefulresultswhichrelatethemodeswiththesystemmatricesaredeveloped.Thesetheoreticaldevelopmentsonnon-viscouslydampedsystems,inlinewithclassicalmodalanaly-sis,giveimpetustow

8、ardsunderstandingdampingmechanismsingeneralmechanicalsystems.

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。