Decentralized and localized identifications of large-scale structures

点击次数：

发表刊物：

Computer Assisted Mechanics and Engineering Sciences

摘要：

Mathematical-model-based structural identification algorithms for the damage detection and performance evaluation of civil engineering structures have been widely proposed and their performance for small and simple structural models has been studied in the past two decades. Actual civil engineering structures, however, usually have a great number of degrees of freedom (DOFs). ...

论文类型：

期刊论文

文献类型：

卷号：

期号：

页面范围：

361-378

是否译文：

否

CN号：

null

发表时间：

2007-12-14

收录刊物：

第一作者：

许斌

合写作者：

吴智深

上一条： Parametric identification for a truss structure using axial strain

下一条： Vibration-based Substructural inverse analysis approach for large-scale discrete structural systems