A technique for the reduction of dynamic degrees of freedom.
This paper presents a variation on the component mode technique for the dynamic substructuring of large scale structural analysis of building and bridge frames. The principal innovation of the proposed method of dynamic reduction is that the resulting mass matrix of the reduced substructures remains...
| 发表在: | Earthquake engineering & structural dynamics. 30, 1 (2000). |
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| 格式: | 文件 |
| 语言: | English |
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