Bayesian Analysis of the Phase II IASC–ASCE Structural

Bayesian Analysis of the Phase II IASC–ASCE Structural

ID:40565057

大小:144.04 KB

页数:12页

时间:2019-08-04

Bayesian Analysis of the Phase II IASC–ASCE Structural_第1页
Bayesian Analysis of the Phase II IASC–ASCE Structural_第2页
Bayesian Analysis of the Phase II IASC–ASCE Structural_第3页
Bayesian Analysis of the Phase II IASC–ASCE Structural_第4页
Bayesian Analysis of the Phase II IASC–ASCE Structural_第5页
资源描述:

《Bayesian Analysis of the Phase II IASC–ASCE Structural》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、BayesianAnalysisofthePhaseIIIASC–ASCEStructuralHealthMonitoringExperimentalBenchmarkData12J.Ching,A.M.ASCE,andJ.L.Beck,M.ASCEAbstract:Atwo-stepprobabilisticstructuralhealthmonitoringapproachisusedtoanalyzethePhaseIIexperimentalbenchmarkstudiessponsoredbytheIASC±ASCETaskGroup

2、onStructuralHealthMonitoring.Thisstudyinvolvesdamagedetectionandassessmentoftheteststructureusingexperimentaldatageneratedbyhammerimpactandambientvibrations.Thetwo-stepapproachinvolvesmodalidenti®cationfollowedbydamageassessmentusingthepre-andpost-damagemodalparametersbasedo

3、ntheBayesianupdatingmeth-odology.AnExpectation±Maximizationalgorithmisproposedto®ndthemostprobablevaluesoftheparameters.Itisshownthatthebracedamagecanbesuccessfullydetectedandassessedfromeitherthehammerorambientvibrationdata.Theconnectiondamageismuchmoredif®culttoreliablydet

4、ectandassessbecausetheidenti®edmodalparametersarelesssensitivetoconnectiondamage,allowingthemodelingerrorstohavemorein¯uenceontheresults.DOI:10.1061/(ASCE)0733-9399(2004)130:10(1233)CEDatabasesubjectheadings:Damageassessment;Bayesiananalysis;Identi®cation;Benchmarks;Structur

5、alanalysis;Modalanalysis.Introductionsimulatedandexperimentalbenchmarkproblems.Thebenchmarkstructureisafour-story,two-baybytwo-baysteel-framescale-Structuralhealthmonitoring(SHM)techniques(e.g.,NatkeandmodelstructurebuiltintheEarthquakeEngineeringResearchLaboratoryattheUniv.

6、ofBritishColumbia,Canada.AdiagramYao1988;HjelmstadandShin1997;Sanayeietal.1999;Vaniketfortheanalyticalmodelforthebenchmarkstructureisshowninal.2000;Becketal.2001;Chang2001;Bernal2002;CasciatiFig.1,givingdimensionsandcoordinatedirectionsinwhichthex2002)aremethodologiesthatuse

7、measuredresponsetodetectanddirectionisthestrongdirectionofthecolumns.TheJanuary2004locatedamageinstructuresandquantitativelyassessitsseverity.issueoftheJournalofEngineeringMechanicscontainstheresultsInrecentyears,civilengineershavepaidmuchattentiontoSHMofsixdifferentstudieso

8、fthePhaseIsimulatedbenchmarkprob-techniquessincetheyhavethepotentialtomonit

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。