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Parametric analysis of the dynamic characteristics of a long-span three-tower self-anchored suspension bridge with a composite girder

机译：具有复合梁的长跨度三塔自锚式悬索桥动态特性的参数分析

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Feifei Shao; Zhijun Chen; Hanbin Ge;
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1. Mechanical performance analysis and parametric study of double-deck plate-truss composite steel girders of a three-tower four-span suspension bridge [J] . Cheng Jin, Xu Mingsai, Xu Hang Engineering Structures . 2019,第Nova15期

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2. Behaviour and design of three-tower, self-anchored suspension bridge with a concrete girder [J] . Shengshan Pan, Yao Cui, Zhe Zhang, Proceedings of the Institution of Civil Engineers: Bridge Engineering . 2019,第BE3期

机译：三塔混凝土梁自锚式悬索桥的性能与设计
3. Mechanical performance study and parametric analysis of three-tower four-span suspension bridges with steel truss girders [J] . Cheng Jin, Xu Mingsai, Xu Hang Steel & Composite Structures: An International Journal . 2019,第2期

机译：钢桁架梁三塔四跨悬架桥的机械性能研究与参数分析
4. The Girder's Transverse Static Characteristics of the Bilateral Steel Box Girder Self-Anchored Suspension Bridge under the Action of a Vehicle [C] . Fangwen Wu, Yajun Wen, Jun Dai, COTA International Conference of Transportation Professionals . 2020

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5. Development of guidelines for erection procedures for horizontally curved steel I-girder bridges through analysis of a parametric group of bridges . [D] . Nevling, Deanna L. 2008

机译：通过分析一组参数化桥梁，制定水平弯曲钢制I型钢桥梁的安装程序指南。
6. Parametric Study on Responses of a Self-Anchored Suspension Bridge to Sudden Breakage of a Hanger [O] . Wenliang Qiu, Meng Jiang, Cailiang Huang -1

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7. Structural Health Monitoring and Time-Dependent Effects Analysis of Self-Anchored Suspension Bridge with Extra-Wide Concrete Girder [O] . Guangpan Zhou, Aiqun Li, Jianhui Li, 2018

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8. An Analysis of the Dynamic Characteristics of a Suspension Bridge by Ambient Vibration Measurements, [R] . abdel-ghaffar, a. m. housner, g. w. 1978

机译：基于环境振动测量的悬索桥动力特性分析，

Parametric analysis of the dynamic characteristics of a long-span three-tower self-anchored suspension bridge with a composite girder

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