| Project ID. / 計畫代碼 | NCREE-F2005002 |
| 主持人 | 黃世建 |
| PI | Shyh-Jiann Hwang |
| 單位 | 國震中心 |
| Organization | NCREE |
| 計畫名稱 | 既有建物耐震評估與補強 - 口湖國小校舍現地實驗 |
| Project Name | Seismic evaluation and retrofit of existing buildings - In-situ Tests of a School Building of Kouhu Elementary School |
| Project No. / 計畫編號 | 06094A1003 |
| Keywords / 關鍵字 | 校舍、耐震補強、現地實驗 |
| Begin Date / 計畫啟始 | 2005/1/1 |
| End Date / 計畫結束 | 2005/12/31 |
| Abstract / 摘要 | 口湖國小位於雲林縣口湖鄉，本實驗之教室建築始建於1965年7月，後經多次增建，為典型老背少學校建築。
本系列校舍現地靜態推垮實驗試體有三座，包括標準構架、標準構架含RC翼牆及標準構架含磚翼牆，主要採靜態單向推垮方式進行，可獲得完整之推垮曲線。本實驗資料屬標準構架試體之靜態單向推垮試驗。 |
| Abstract | This paper reports on the execution of a pushover test on a school building of Kouhu Elementary School. The school is located in Yunlin County, in the South area of Taiwan, which was constructed between 1965 and 1981 . It is a typical school building constructed in reinforced concrete (RC) with two floors, a corridor to one side and masonry of 24cm width.
Three specimens, which were prototype, prototype with brick wing walls, and prototype retrofitted by RC wing walls, were carried out monotonic pushover test to obtain the lateral loading capacity curves. This document reports the test of the prototype specimen.
The prototype specimen used in the pushover test was a block of two classrooms, No. 4 and No. 5 in Figure 1, of the school building. The classroom No. 3 of the building had been retrofitted by steel braces, and acted as the reacting unit in this case study.
This paper reports on the execution of a pushover test on a school building of Kouhu Elementary School. The school is located in Yunlin County, in the South area of Taiwan, which was constructed between 1965 and 1981 (Figure 1). It is a typical school building constructed in reinforced concrete (RC) with two floors, a corridor to one side and masonry of 24cm width.
Three specimens, which were prototype, prototype with brick wing walls, and prototype retrofitted by RC wing walls, were carried out monotonic pushover test to obtain the lateral loading capacity curves. This document reports the test of the prototype specimen.
The prototype specimen used in the pushover test was a block of two classrooms, No. 4 and No. 5 in Figure 1, of the school building. The classroom No. 3 of the building had been retrofitted by steel braces, and acted as the reacting unit in this case study. |