Failure mechanism and load carrying capacity of an arched partially CFST bridge tower considering different concrete filling lengths
| Auteur(s): |
Yan Xu
(State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China)
Bo Li (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China) Qingxiong Wu (College of Civil Engineering, Fuzhou University, Fujian, China) Huihui Yuan (College of Civil Engineering, Fuzhou University, Fujian, China) |
|---|---|
| Médium: | article de revue |
| Langue(s): | anglais |
| Publié dans: | Structure and Infrastructure Engineering, janvier 2024, n. 9, v. 20 |
| Page(s): | 1-16 |
| DOI: | 10.1080/15732479.2022.2141271 |
- Informations
sur cette fiche - Reference-ID
10696044 - Publié(e) le:
12.12.2022 - Modifié(e) le:
31.08.2024
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