Application of wavelet theory to identify yielding in seismic response of bi-linear structures.
The time frequency and the time scale analysis methods are used in this paper to identify the dynamic characteristics of non-linear seismic response of structural systems with single degree of freedom (SDOF) and multiple degrees of freedom (MDOF). Based on the floor acceleration response time histor...
| 发表在: | Earthquake engineering & structural dynamics. 31, 2 (2002). |
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| 格式: | 文件 |
| 语言: | English |
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