Numerical and experimental study of a segmentally prefabricated orthotropic steel–ultra-high-performance concrete composite deck for long-span cable-stayed bridges
| Author(s): |
Xingyu Tan
(College of Civil Engineering, Hunan University, Changsha, China)
Zhi Fang 
(College of Civil Engineering, Hunan University, Changsha, China)
Qimu Zhu (College of Civil Engineering, Hunan University, Changsha, China) Yuan Liao (Bridge Department,HuBei Provincial Communications Planning and Design Institute CO., LTD, Wuhan, China) Shoufeng Tang (Chief Engineer Department, HuBei JiaoTou ShiXi Expressway Company Limited, Shiyan, China) Fa Zhang (Directorate, Hunan Zhonglu Huacheng Bridge Technology CO., LTD, Xiangtan, China) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Advances in Structural Engineering, July 2024, n. 10, v. 27 |
| Page(s): | 1648-1665 |
| DOI: | 10.1177/13694332231213468 |
- About this
data sheet - Reference-ID
10749737 - Published on:
14/01/2024 - Last updated on:
20/09/2024
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