Stability Analysis of Inhaul Cable on Cable-Stayed Awning with Steel Structure Considering the Wind-Rain-Induced Vibration Effect

机译：考虑风雨诱导振动效应的钢结构钢结构钢结构稳定性分析

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Due to the applicable installation overhang large span, small mass, flexible characteristic, and small damp, the cable-stayed steel structure awning (CSSSA) could easily result in vibration with the wind load. The main factor is the turbulence wind and wind-rain induced vibration. Combining the structural dynamic theory, and considering the characteristic of the CSSSA, a motion differential equation is set up considering the wind-rain induced vibration, analysis cable-stayed stability under wind-rain induced vibration effect, and compare with the existing engineering result. Hope to provide some reference for similar designs.

机译：由于适用的安装悬垂大跨度，小质量，灵活的特性和小潮湿，电缆留钢结构遮阳篷（CSSSA）很容易导致风负荷振动。主要因素是湍流风和风雨诱导的振动。结合结构动态理论，并考虑CSSSA的特征，考虑风雨诱导振动，在风雨诱导振动效应下分析缆车保持稳定性，并与现有工程效果相比，建立了运动微分方程。希望为类似的设计提供一些参考。

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《International Conference on Nanotechnology and Future Material Engineering》|2013年||共4页
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作者
Zhao Xiao; Wang Qingyuan; Liu Yongjie;
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中图分类 TB3-532;
关键词
Wind-rain-induced vibration; Stability; Cable-stayed awning;

机译：风雨诱导的振动;稳定性;缆绳遮挡;

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专利

1. Stability and Dynamics Analysis of In-Plane Parametric Vibration of Stay Cables in a Cable-Stayed Bridge with Superlong Spans Subjected to Axial Excitation [J] . Liu Min, Zheng Liangfu, Zhou Peng, Journal of aerospace engineering . 2020,第1期

机译：轴向激励下超大跨度斜拉桥斜拉索平面内参数振动的稳定性和动力学分析
2. Stability analysis of steel cable-stayed bridges [J] . Chia-Chih Tang, Hung-Shan Shu, Yang-Cheng Wang Structural Engineering and Mechanics . 2001,第1期

机译：钢斜拉桥的稳定性分析
3. Dynamic modelling and vibration analysis of a flexible cable-stayed beam structure [J] . Fung RF., Lu LY., Huang SC. Journal of Sound and Vibration . 2002,第4期

机译：柔性斜拉梁结构的动力学建模和振动分析
4. Stability Analysis of Inhaul Cable on Cable-Stayed Awning with Steel Structure Considering the Wind-Rain-Induced Vibration Effect [C] . Zhao Xiao, Wang Qingyuan, Liu Yongjie International Conference on Nanotechnology and Future Material Engineering . 2013

机译：考虑风雨诱导振动效应的钢结构钢结构钢筋电缆稳定性分析
5. Wind-rain-induced vibration and control of stay cables in cable-stayed bridges. [D] . Wang, Lingyun. 2004

机译：风雨引起的振动和斜拉桥中斜拉索的控制。
6. Seismic isolation retrofitting solution for an existing steel cable-stayed bridge [O] . Ahad Javanmardi, Zainah Ibrahim, Khaled Ghaedi, -1

机译：既有钢斜拉桥的隔震改造方案
7. Wind-rain-induced vibration and control of stay cables in a cable-stayed bridge [O] . Zhou HJ, Xu YL 2007

机译：风雨引起的振动和斜拉桥中斜拉索的控制
8. Computer Analysis and Design of Cable-Stayed Bridge Structures Having Prestressed Post-Tensioned Concrete Segmental Box-Girders. Volume 2. Applications (Single Plane Bridge) [R] . Farran, H. J. 1988

机译：预应力后张混凝土节段箱梁斜拉桥结构计算机分析与设计。第2卷。应用（单平面桥）

Stability Analysis of Inhaul Cable on Cable-Stayed Awning with Steel Structure Considering the Wind-Rain-Induced Vibration Effect

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