A Superelastic Retrofitting Method for Mitigating the Effects of Seismic Excitations on Irregular Bridges
Irregularities in bridge pier stiffness concentrate the ductility demand on short piers; while not operating on the longer and more flexible ones. The existence of non-uniform, ductility demand distribution in bridges significantly influences seismic response. As such, this paper proposes a new appr...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Tehran Press
2018-06-01
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| Series: | Civil Engineering Infrastructures Journal |
| Subjects: | |
| Online Access: | https://ceij.ut.ac.ir/article_66131_abe5591336011b4ecb5f79ab42b1b22f.pdf |