| 種別 | 論文 |
| 主題 | STUDY ON SEISMIC CAPACITY OF EXISTING RC BUILDINGS WITH MASONRY INFILL BASED ON PAST EARTHQUAKES DAMAGE |
| 副題 | |
| 筆頭著者 | Hamood ALWASHALI（Tohoku University） |
| 連名者1 | Shafiul ISLAM（Tohoku University） |
| 連名者2 | Debasish SEN（Tohoku University） |
| 連名者3 | 前田匡樹（東北大学） |
| 連名者4 | |
| 連名者5 | |
| キーワード | Existing RC buildings、Masonry infill、Seismic capacity evaluation、Earthquake damage |
| 巻 | 41 |
| 号 | 2 |
| 先頭ページ | 1015 |
| 末尾ページ | 1020 |
| 年度 | 2019 |
| 要旨 | Many of the buildings which experienced damage in the recent earthquakes such as 2015 Nepal Earthquake, were RC buildings having partitions of masonry walls. This study proposes a simplified procedure to estimate the in-plane seismic capacity of masonry infilled RC buildings based on concepts of the Japanese seismic evaluation standard. The seismic capacity and observed damage correlation for a database of 370 of existing RC buildings with masonry infill that experienced earthquake in Taiwan, Ecuador and Nepal is investigated and recommendations for seismic criteria are discussed. |
| PDFファイル名 | 041-01-2170.pdf |