摘要
Theaimofthispaperistoevaluatetheeffectsofuncertain-but-boundedparametersonthedynamicresponseofstructures.Bycombiningtheintervalmathematicsandthefiniteelementanalysis,themassmatrix,dampingmatrix,stiffnessmatrixandtheexternalloadsarerepresentedasintervalmatricesandvector.Withthehelpoftheoptimizationtheory,wepresentthevertexsolutiontheoremfordeterminingboththeexactupperboundsormaximumvaluesandtheexactlowerboundsorminimumvaluesofthedynamicresponseofstructures,inwhichtheseparametersreachtheirextremevaluesontheboundaryoftheintervalmass,damping,stiffnessmatricesandtheintervalexternalloadsvector.Threeexamplesareusedtoillustratethecomputationalaspectsofthepresentedvertexsolutiontheorem.
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)