Study on seismic behavior of K-eccentrically braced steel structures with multi-shear links
To solve the problem of higher selected seismic effect value caused by the ductility of eccentrically braced steel structures, the seismic performance of the eccentrically braced structure with shear multi-links was studied. On the basis of the test model, the link cross section was designed into a...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | zho |
| Published: |
Hebei University of Science and Technology
2020-08-01
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| Series: | Journal of Hebei University of Science and Technology |
| Subjects: | |
| Online Access: | http://xuebao.hebust.edu.cn/hbkjdx/ch/reader/create_pdf.aspx?file_no=b202004009&flag=1&journal_ |