Seismic Behavior of a Bridge with New Composite Tall Piers under Near-Fault Ground Motion Conditions
Currently, the seismic designs of reinforced concrete (RC) bridges with tall piers are often accomplished following the ductility-based seismic design method. Though the collapses of the RC bridges with tall piers can be avoided, they are likely to experience major damage and loss of functionality w...
| Những tác giả chính: | , , , , |
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| Định dạng: | Bài viết |
| Ngôn ngữ: | English |
| Được phát hành: |
MDPI AG
2020-10-01
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| Loạt: | Applied Sciences |
| Những chủ đề: | |
| Truy cập trực tuyến: | https://www.mdpi.com/2076-3417/10/20/7377 |