Exploration on the Wind Resistance of 5 000 m Spatial Mixed Cable Suspension Bridge over Qiongzhou Strait

被引：0

作者：

Xu, Wenping ^{[1
]}

Qin, Taorui ^{[1
]}

机构：

[1] Southeast University, Nanjing,211189, China

来源：

Journal of Railway Engineering Society | 2021年 / 38卷 / 11期

关键词：

Bridge cables - Flutter (aerodynamics) - Steel fibers - Suspension bridges - Carbon fibers - Cable stayed bridges - System stability - Suspensions (components);

D O I：

暂无

中图分类号：

学科分类号：

摘要：

引用

页码：52 / 58

共 8 条

[1] Full Aeroelastic Model Testing for Examining Wind-Induced Vibration of a 5,000 m Spanned Suspension Bridge
Ge, Yaojun
Xia, Jinlin
Zhao, Lin
Zhao, Shiyu
FRONTIERS IN BUILT ENVIRONMENT, 2018, 4
[2] Key Closure Techniques for Main Span over 1 000 m of Asymmetrical Cable-Stayed Bridge
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Zuo, Yi
Bridge Construction, 2021, 51 (05) : 116 - 122
[3] Research of Key Techniques for Construction Survey of Cable-Stayed Bridge with Super Long Span over 1 000 M
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[4] Application of 2 000 MPa Parallel Wire Cables to Cable-Stayed Rail-cum-Road Bridge with Main Span Length over 1 000 m
Hu, Jun
Zheng, Qing-Gang
Bridge Construction, 2019, 49 (06): : 48 - 53
[5] Design of Three-Pylon Cable-Stayed Bridge with a Main Span over 1 000 m for Maanshan Changjiang River Rail-cum-Road Bridge
Zhang Q.
Liu H.
Wang D.
Yang C.
Luo K.
Bridge Construction, 2023, 53 : 16 - 21
[6] Study of geometric nonlinearity of rail-cum-road steel truss girder cable-stayed bridge with span length over 1 000 M
Zhang, Min, 1600, Wuhan Bridge Research Institute (44):
[7] Analysis of Long-Term Displacements of Girder-End Bearings of Rail-cum-Road Suspension Bridge with Main Span over 1 000 m
Liu H.
Liu X.-W.
Chen B.
Bridge Construction, 2023, 53 (03) : 48 - 55
[8] Design, fabrication and erection of the stiffening girder of 3rd Kurushima Kaikyo Bridge - The world's first three-linked suspension bridge with a stiffening box girder of over 1 000 m long
Uemura, A.
Kanda, K.
Sakamoto, T.
Ito, S.
Kawasaki Steel Technical Report, 2002, (47): : 65 - 75

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