Haolin Yang, Yutao Pang, Shengze Tian, Xinzhi Dang and Wancheng Yuan
Article (2017)
An external link is available for this item| Department: | Department of Civil, Geological and Mining Engineering |
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| PolyPublie URL: | https://publications.polymtl.ca/37950/ |
| Journal Title: | Structural Design of Tall and Special Buildings (vol. 26, no. 16) |
| Publisher: | Wiley |
| DOI: | 10.1002/tal.1398 |
| Official URL: | https://doi.org/10.1002/tal.1398 |
| Date Deposited: | 18 Apr 2023 15:05 |
| Last Modified: | 08 Apr 2025 07:00 |
| Cite in APA 7: | Yang, H., Pang, Y., Tian, S., Dang, X., & Yuan, W. (2017). Case study of the seismic response of an extra-dosed cable-stayed bridge with cable-sliding friction aseismic bearing using shake table tests. Structural Design of Tall and Special Buildings, 26(16), 18 pages. https://doi.org/10.1002/tal.1398 |
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