Vertex solution theorem for the upper and lower bounds on the dynamic response of structures with uncertain-but-bounded parameters

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    摘要 Theaimofthispaperistoevaluatetheeffectsofuncertain-but-boundedparametersonthedynamicresponseofstructures.Bycombiningtheintervalmathematicsandthefiniteelementanalysis,themassmatrix,dampingmatrix,stiffnessmatrixandtheexternalloadsarerepresentedasintervalmatricesandvector.Withthehelpoftheoptimizationtheory,wepresentthevertexsolutiontheoremfordeterminingboththeexactupperboundsormaximumvaluesandtheexactlowerboundsorminimumvaluesofthedynamicresponseofstructures,inwhichtheseparametersreachtheirextremevaluesontheboundaryoftheintervalmass,damping,stiffnessmatricesandtheintervalexternalloadsvector.Threeexamplesareusedtoillustratethecomputationalaspectsofthepresentedvertexsolutiontheorem.
    机构地区 不详
    出处 《力学学报:英文版》 2009年3期
    出版日期 2009年03月13日(中国Betway体育网页登陆平台首次上网日期,不代表论文的发表时间)
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