抄録
A new sub structure-based damage detection method is proposed in this paper to locate local damages in a structure. The method assumes a dense array of sensor instrumentation to a structure to enable damage localization in structural member level. The performance of the method is demonstrated using numerical simulation data sets obtained from seismic response analysis of a three-dimensional 5-story steel structure frame model which has artificially damaged beams and columns. The proposed method successfully detects and locates the structural member level damages in the structure.
| 本文言語 | English |
|---|---|
| ページ(範囲) | 55-60 |
| ページ数 | 6 |
| ジャーナル | AIJ Journal of Technology and Design |
| 巻 | 20 |
| 号 | 44 |
| DOI | |
| 出版ステータス | Published - 2014 2月 1 |
ASJC Scopus subject areas
- 建築
- 建築および建設
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