In-Plane Bearing Capacity of CFST Truss Arch Bridges with Geometric Defects
Failure tests were conducted on two concrete-filled steel tubular (CFST) truss arch bridges with a span of approximately 12 m to investigate the influence of initial geometric defects on the in-plane bearing capacity of CFST ... | Find, read and cite all the research you need on Tech Science Press
Authors
- Yin Zhou (ORCID: https://orcid.org/0000-0001-7536-7753)
- Qizhi Tang
- Dingsong Qin
- Tianlei Cheng (ORCID: https://orcid.org/0000-0002-3610-275X)
- Chao Luo (ORCID: https://orcid.org/0009-0001-5162-7992)
- Zhengsong Xiang
Publication Details
- Journal
- Structural durability & health monitoring
- Published
- 2025-01-01
- DOI
- https://doi.org/10.32604/sdhm.2025.061549
- Primary Topic
- Structural Load-Bearing Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- National Natural Science Foundation of China
- Sichuan Province Science and Technology Support Program