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 Posted: Sun 4:45, 08 May 2011 Post subject: tory burch outlet Span arched roof structure of th |
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Span arched roof structure of the wind-induced response analysis
WilsonEL,[link widoczny dla zalogowanych], YuanMingwu, DickensJM. DynamicanalysiydirectsuperpositionofRitzvectors. Earth-quakeEngineeringandStructuralDynamics,[link widoczny dla zalogowanych], 1982; 10:813-8216SimiuE,[link widoczny dla zalogowanych], ScanlanRH. WindEffectsonStructures. 3rdEdition. NewYork: JohnWiley & Sons, Inc, 19967 Zhen-Hua Ni . Vibrations. Xi'an: Xi'an Jiaotong University Press , 1989AnalysisofWind - InducedResponseforLarge '· SpanDomeRoofsHuangMingkaiNiZhenhuaXieZhuangning (DepartmentofCivilEngineering, ShantouUniversity, Shantou,[link widoczny dla zalogowanych], 515063, China) Abstract: Thesolutionoftheeigenvalueproblemforlarge-spanroofstructureisofthemostcostlyphaseofdynamicresponseanalyses. AndsomespecificmodesthathavedominantcontributionstOthestructuralresponseareeasilyoverlookedbecauseoftheirhigherpositionofmodalorderwhileusingthetraditionalmodalsuperpositionmethod. Inthispaperasanexampleofatypicallarge-spandomeroof, thedirectsuperpositionmethodofRitzvectorsareusedinthesolutionoftheeigenvalueprob-lemandthecalculationofwind-inducedresponseoftheroofs. ItisafeaturethatasequenceoforthogonalRitzvectorsisgen-eratedautomaticallybasedontheerrorminimizationandemployedtOreducethesizeofthesystem. Comparedbytheresponseobtainedbythetraditionalmodesuperpositionmethod, thedirectsuperpositionmethodofRitzvectorsyieldsmoreaccurateresuItswithfewervectorsandthecontributionsofhighermodesarenotoverlooked. Theproposedmethodnotonlyreducescomputationtimesignificantlybutalsoprovideserrorestimationforthedynamicanalysis · Keywords: wind-inducedvibration; modalanalysis; domeroofs; Ritzvector first author : Huang Ming- open , male , graduate ,[link widoczny dla zalogowanych], 1973 students 1O months . Tel : (0754) 2902550,2904137; E-mail: g-mkhuang @ stu. edu · cn
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