Modal model identification of structures under unmeasured seismic excitations.
Techniques developed for structural identification of a structural model are typically based on information regarding the response and the forcing actions. However, in some situations it can be necessary, or simply useful, to refer only to the measured responses. In this paper we describe a techniqu...
| 发表在: | Earthquake engineering & structural dynamics. 34, 7 (2005). |
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| 格式: | 文件 |
| 语言: | English |
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