Form-finding method for the target configuration under dead load of a new type of spatial self-anchored hybrid cable-stayed suspension bridges

被引：0

作者：

Wang, Xiaoming ^{[1
]}

Wang, Huan ^{[1
]}

Zhang, Ji ^{[2
]}

Sun, Yuan ^{[3
]}

Bai, Yunteng ^{[1
]}

Zhang, Yufeng ^{[4
]}

Wang, Haicheng ^{[5
]}

机构：

[1] Key Laboratory of Transport Industry of Bridge Detection Reinforcement Technology (Chang'an University), Chang'an University, Xi'an,Shaanxi Province,710064, China

[2] School of Civil Engineering, Suzhou University of Science and Technology, Suzhou,Jiangsu,215011, China

[3] School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan,Hubei,430074, China

[4] Xi'an Highway Research Institute, Xi'an,710065, China

[5] China Academy of Building Research, Beijing,100013, China

来源：

Engineering Structures | 2021年 / 227卷

关键词：

D O I：

暂无

中图分类号：

学科分类号：

摘要：

Suspension bridges

引用

共 22 条

[21] Study on the calculation method of the dead load state for the self-anchored suspension bridge considering the joint action of cable-stiffening girder
Wang, Shaorui
Zhou, Zhixiang
Gao, Yanmei
Tang, Hui
Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2015, 48 (08): : 70 - 76
[22] New strategy of substructure method to model long-span hybrid cable-stayed bridges under vehicle-induced vibration
Kong, X.
Wu, D. J.
Cai, C. S.
Liu, Y. Q.
ENGINEERING STRUCTURES, 2012, 34 : 421 - 435

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