Failure mechanism and load carrying capacity of an arched partially CFST bridge tower considering different concrete filling lengths
Author(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) |
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Medium: | journal article |
Language(s): | English |
Published in: | Structure and Infrastructure Engineering, January 2024, n. 9, v. 20 |
Page(s): | 1-16 |
DOI: | 10.1080/15732479.2022.2141271 |
- About this
data sheet - Reference-ID
10696044 - Published on:
12/12/2022 - Last updated on:
31/08/2024