Inverse component-mode synthesis method for damped large structural systems

被引:5
|
作者
Takewaki, I [1 ]
Uetani, K [1 ]
机构
[1] Kyoto Univ, Grad Sch Engn, Fac Engn, Dept Architecture & Architectural Syst,Sakyo Ku, Kyoto 6068501, Japan
关键词
component-mode synthesis; incremental inverse problem; damped system; non-proportional damping; reduced-basis technique; stiffness inversion; large structural systems;
D O I
10.1016/S0045-7949(00)00088-2
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
A new formulation for an incremental inverse problem is proposed to enhance computational efficiency of redesign of damped large structural systems. A large structural system is regarded as an assemblage of substructures. In the present formulation, mechanical properties of some substructures are given, and those of the other substructures are taken as the design variables. This problem is a hybrid inverse problem. Those design variables are determined so that the fundamental natural frequency and the transfer function amplitude ratios would attain the target values. It is shown that the inverse use of the conventional component-mode synthesis (CMS) technique within the scope of the hybrid inverse problem enables one to develop an efficient computational procedure for updating the design variables in the design problem. The proposed method can deal with a damped structural system with a general damping system (proportional or non-proportional, viscous and/or hysteretic, Voigt-type or Maxwell-type), in a unified manner. Different from the conventional CMS method utilized for redesign, component modes of the substructure are fixed during the redesign process. The validity and order of approximation of the proposed method is demonstrated through an example model. (C) 2000 Civil-Comp Ltd. and Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:415 / 423
页数:9
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