Seismic performance evaluation of a 34-story steel building retrofitted with response modification elements.
The original structural design of this case study consisted of five basement floors and a 34-story hotel tower in Kaohsiung, Taiwan. The construction started in 1993, and the erection of the entire steel frame and the pouring of concrete slabs up to the 26th floor were completed before 1996. However...
| 發表在: | Earthquake engineering & structural dynamics. 38, 6 (2009). |
|---|---|
| 主要作者: | |
| 格式: | Article |
| 語言: | English |
| 主題: |