An improved dynamic stiffness method and modal analysis for beam-like structures

被引：5
|
作者：
Chen, SL [1 ]
Geradin, M [1 ]
Lamine, E [1 ]
机构：
[1] SECUR DBS,B-1190 BRUSSELS,BELGIUM
来源：
COMPUTERS & STRUCTURES | 1996年 / 60卷 / 05期
关键词：
D O I：
10.1016/0045-7949(95)00448-3
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
An improved procedure of the dynamic stiffness method is proposed in this paper. In the procedure, a one-dimensional substructure can be reduced to an equivalent element. In this way, the dimension of the global matrix is reduced greatly. In addition, a beam-like structure may be modeled with arbitrarily selected degrees of freedom. The application of the method to model reduction, evaluations of modal parameters, calculation of forced responses and identification of dynamic forces are discussed.
引用
收藏
页码：725 / 731
页数：7
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