Seismic Analysis of Structures with Viscoelastic Dampers

Seismic Analysis of Structures with Viscoelastic Dampers

ID:37582485

大小:257.18 KB

页数:10页

时间:2019-05-25

Seismic Analysis of Structures with Viscoelastic Dampers_第1页
Seismic Analysis of Structures with Viscoelastic Dampers_第2页
Seismic Analysis of Structures with Viscoelastic Dampers_第3页
Seismic Analysis of Structures with Viscoelastic Dampers_第4页
Seismic Analysis of Structures with Viscoelastic Dampers_第5页
资源描述:

《Seismic Analysis of Structures with Viscoelastic Dampers》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、SeismicAnalysisofStructureswithViscoelasticDampers12M.P.Singh,F.ASCE;andT.-S.ChangAbstract:Viscoelasticdampersarebeingusedinstructurestomitigatedynamiceffects.Themodelsofvaryingcomplexitiesfromsimplemaxwellelementtodifferentialmodelswithfractionalandcomplexorderderivativeshavebeenusedtorepresentthe

2、irfrequency-dependentforcedeformationcharacteristics.Morecomplexmodelsareabletocapturethefrequencydependenceofthematerialprop-ertiesbetter,butaredifÞculttouseinanalyses.However,theclassicalmodelsconsistingofassembliesofKelvinand/orMaxwellelementswithanadequatenumberofparameterscanbeformedtocapturet

3、hefrequencydependenceasaccuratelyasthemoresophis-ticatedfractionalderivativemodelscando.Themainadvantageinadoptingtheseclassicalmodelsisasimplerandsmallersystemofequations,whichcanbeconvenientlyanalyzedfornonlinearandlinearsystems.Inthisstudy,thetwoclassicalmechanicalmodelsconsistingofKelvinchainsa

4、ndMaxwellladderareused.Itisshownthatthesemechanicalmodelsareaseffectiveasthefractionalderivativemodelincapturingtheeffectofthefrequencydependenceofthematerialpropertiesinresponsecalculationsandaremoreconvenienttouseindynamicresponseanalyses.DOI:10.1061/ASCE0733-93992009135:6571CEDatabasesubje

5、ctheadings:Seismicanalysis;Viscoelasticity;Damping;Structuralcontrol.IntroductionZhangetal.1989;ZhangandSoong1982;ShenandSoong1995.AnotherapproachistouseanalyticalmodelsthathavetheViscoelasticdampersaresomeofthepreferredenergydissipationsamestorageandlossmoduliasintheexperimentaldata.Adevicesforpa

6、ssiveseismicresponsecontrolofstructures.WhensimpleMaxwellmodeloritsmodiÞcationshavebeenusedinstalledinastructure,theyprovideenergydissipationandstiff-Kirekawaetal.1992;Singhetal.2003,buttheydonothaveness,andbothofthesecharacteristicsarefrequencyandtempera-enoughparameterstoaccuratelycapturethefre

7、quencydepen-dence.Tocaptureitmoreaccurately,amoresophisticatedfrac-turedependent.ThesecharacteristicsarecommonlydeÞnedintionalderivativemodelhasbeenusedinseveralstudiesinvolvingtermsofexperimentallyobtained

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。