Obtaining refined first order predictive models of linear structural systems.
This study presents an effective method for identifying predictive models and the underlying modal parameters of linear structural systems using only measured output and excitation time histories obtained from dynamic testing. The systerm under examination is modelled as a first order multi input mu...
| 发表在: | Earthquake engineering & structural dynamics. 31, 7 (2002). |
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| 格式: | 文件 |
| 语言: | English |
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