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...
| Xuất bản năm: | Earthquake engineering & structural dynamics. 31, 2 (2002). |
|---|---|
| Tác giả chính: | |
| Định dạng: | Bài viết |
| Ngôn ngữ: | English |
| Những chủ đề: |