Cable-Stayed Bridge Design is a bridge engineering methodology within the class of cable-supported bridge systems, distinguished by its use of inclined, tension-only cables that directly connect the bridge deck to one or more vertical or inclined towers, providing structural support through a load-transfer mechanism that relies on cable tension and tower compression.
457
Publications
15.8K
Citations
1.1K
Authors
362
Institutions
Publications per year
2017–2026
174
Publications
457
Recent evolution of cable-stayed bridges
Michel Virlogeux · Engineering Structures · 1999 · 157 citations
Enhancement of basalt FRP by hybridization for long-span cable-stayed bridge
Xin Wang, Zhishen Wu, Gang Wu et al. · Composites Part B Engineering · 2012 · 141 citations
1–5 of 457
Authors
1.1K
- JN
11
h-index
- LS
10
h-index
- LS
8
h-index
- ZW
7
h-index
- XW
7
h-index
1–5 of 1.1K
Institutions
362
Tongji University
Shanghai, China
27 h-index
100 publications
3.3K citations
Southeast University
Nanjing, China
19 h-index
59 publications
3.3K citations
University of Coimbra
Coimbra, Portugal
16 h-index
44 publications
2K citations
Southwest Jiaotong University
Chengdu, China
15 h-index
55 publications
1.9K citations
Universitat Politècnica de Catalunya
Barcelona, Spain
13 h-index
18 publications
608 citations
Central South University
Changsha, China
12 h-index
46 publications
1.5K citations
Hunan University
Changsha, China
12 h-index
30 publications
933 citations
Hong Kong Polytechnic University
Hong Kong, Hong Kong
12 h-index
24 publications
828 citations
1–8 of 362
Venues
- Engineering Structures
71 publications · 3.6K citations
38
h-index
- Computers & Structures
21 publications · 1.3K citations
18
h-index
- Journal of Bridge Engineering
25 publications · 1.1K citations
18
h-index
- Structures
20 publications · 492 citations
16
h-index
- Journal of Wind Engineering and Industrial Aerodynamics
17 publications · 717 citations
15
h-index
1–5