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<table border="0" cellpadding="3" cellspacing="1" width="100%" class="forumline"> <tr> <th class="thCornerL" width="22%" height="26">Author</th> <th class="thCornerR">Message</th> </tr> <tr> <td width="22%" align="left" valign="top" class="row1"><span class="name"><a name=""></a><b>logoxgvb</b></span></td> <td class="row1" height="28" valign="top"><table width="100%" border="0" cellspacing="0" cellpadding="0"> <tr> <td width="100%"><img src="http://picsrv.fora.pl/sky/images/icon_minipost.gif" width="12" height="9" alt="Post" title="Post" border="0" /><span class="postdetails">Posted: Sun 4:45, 08 May 2011<span class="gen"> </span> Post subject: tory burch outlet Span arched roof structure of th</span></td> </tr> <tr> <td colspan="2"><hr /></td> </tr> <tr> <td colspan="2"><span class="postbody">Span arched roof structure of the wind-induced response analysis <br /> <br /> <br />WilsonEL,<a href="http://www.edhardymexicos.com" target="_blank" class="postlink">Ed Hardy mexico</a>, YuanMingwu, DickensJM. DynamicanalysiydirectsuperpositionofRitzvectors. Earth-quakeEngineeringandStructuralDynamics,<a href="http://www.christianlouboutinskodk.com" target="_blank" class="postlink">louboutin københavn</a>, 1982; 10:813-8216SimiuE,<a href="http://www.edhardymexicos.com" target="_blank" class="postlink">gorras ed hardy</a>, 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,<a href="http://www.toryburchflats-outlet.net" target="_blank" class="postlink">tory burch outlet</a>, 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 ,<a href="http://www.oakleybriller.com" target="_blank" class="postlink">Oakley Briller</a>, 1973 students 1O months . Tel : (0754) 2902550,2904137; E-mail: g-mkhuang @ stu. edu · cn <br /> <br />相关的主题文章： <br /> <br /> <br /> <a href="http://www.ecid.fora.pl/ogolne,1/oakley-norge-soil-boundary-element-structure-inte,42142.html#42084" target="_blank" class="postlink">oakley norge Soil, boundary element structure inte</a> <br /> <br /> <a href="http://pron.vilq.net/forum/viewtopic.php?p=17744#17744" target="_blank" class="postlink">franklin & marshall Automatically detects dust and</a> <br /> <br /> <a href="http://www.phpbb88.com/bnsa/viewtopic.php?p=16983&mforum=bnsa#16983" target="_blank" class="postlink">christian louboutin shoes Development of eco- indu</a></span></td> </tr> </table></td> </tr> <tr> <td colspan="2" height="1" class="spaceRow"><img src="http://picsrv.fora.pl/sky/images/spacer.gif" alt="" width="1" height="1" /></td> </tr> </table>
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