Cyclic tests of four two-story narrow steel plate shear walls?Part 1 Analytical studies and specimen design.
This study consists of two parts. In this two-part research, four two-story narrow steel plate shear walls (SPSWs) were cyclically tested at the Taiwan National Center for Research on Earthquake Engineering in 2007. This paper, Part 1, proposes a capacity design method for the first-story boundary c...
| Xuất bản năm: | Earthquake engineering & structural dynamics. 39, 7 (2010). |
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| Tác giả chính: | |
| Định dạng: | Bài viết |
| Ngôn ngữ: | English |
| Những chủ đề: |