设置黏滞阻尼器的纵飘斜拉桥地震响应简化分析方法

史俊; 徐略勤; 鲁小罗

doi:10.21656/1000-0887.400045

设置黏滞阻尼器的纵飘斜拉桥地震响应简化分析方法

doi: 10.21656/1000-0887.400045

重庆交通大学土木工程学院, 重庆 400074

基金项目: 国家重点研发计划(重点专项子课题)(2016YFC0802206-3)；重庆市人工智能技术创新重大主题专项重点研发项目(cstc2017rgzn-zdyfX0029)；重庆市技术创新与应用示范（社会民生类重点研发）项目(cstc2018jscx-mszdX0084)；重庆市研究生科研创新项目(CYS19244)

详细信息

作者简介:
史俊(1994—)，男，硕士生(E-mail: shijuncqjtu@163.com);徐略勤(1983—)，男，副教授，博士，博士生导师(通讯作者. E-mail: xulueqin@163.com).

中图分类号: U442.5⁺⁵
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出版历程
- 收稿日期: 2019-01-20
- 刊出日期: 2019-12-01

A Simplified Analysis Method for Seismic Responses of Floating-System Cable-stayed Bridges With Viscous Dampers

School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, P.R.China

Funds: The National Key R&D Program of China(2016YFC0802206-3)

摘要

摘要: 针对纵飘体系斜拉桥现有黏滞阻尼器参数设计方法的不足，提出了更为快捷有效的分析方法.首先基于钟摆原理，采用双质点模型简化模拟纵飘斜拉桥的动力响应特征；然后基于能量耗散等效原理，提出了黏滞阻尼器的等效线性模型；最后基于结构动力学原理，建立了设置黏滞阻尼器的纵飘斜拉桥地震响应简化分析方法.在此基础上，针对某主跨392 m的纵飘斜拉桥建立了全桥分析模型，在正弦波作用下，对比分析了全桥模型、双质点简化模型数值解和解析解的计算误差.结果表明：双质点模型数值解计算结果精度较高，可以代替全桥模型的有限元计算结果；解析解与双质点数值解计算结果吻合良好，验证了双质点模型简化分析方法在理论上的可靠性；在不同地震动特性和体系周期下，三者计算误差均满足工程精度要求，表明该简化分析方法具有良好的适用性，可为阻尼器参数优化提供更简便的模型.
- 桥梁工程 /
- 简化分析 /
- 双质点模型 /
- 纵飘斜拉桥 /
- 黏滞阻尼器 /
- 正弦波
Abstract: In view of the deficiencies of the existing viscous damper parameter design methods for floating-system cable-stayed bridges, a more efficient and effective analysis method was proposed. Based on the pendulum principle, a double-mass model was used for simplified simulation of the dynamic response characteristics of floating-system cable-stayed bridges. Meanwhile, an equivalent linear model for viscous dampers was proposed according to the principle of energy equivalence. Finally, a simplified analysis method for seismic responses of floating-system cable-stayed bridges with viscous dampers was established based on the principle of structural dynamics. On this basis, a full-bridge numerical model was established for a cable-stayed bridge with a main span of 392 m. Under the action of sine waves, calculation errors of the full-bridge numerical model, the double-mass analytical model and the double-mass numerical model were compared in detail. The results show that, the double-mass numerical solution has high calculation accuracy, and can replace the full-bridge numerical solution; the double-mass analytical solution agrees well with the double-mass numerical solution, which verifies the theoretical reliability of the simplified double-mass analysis method. Calculation errors of the 3 models meet the engineering accuracy requirements under different ground motion characteristics and system periods, indicating that the proposed simplified analysis method has good applicability and provides a more efficient way for damper parameter optimization.
- bridge engineering /
- simplified analysis /
- double-mass model /
- floating-system cable-stayed bridge /
- viscous damper /
- sine wave

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参考文献(16)

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设置黏滞阻尼器的纵飘斜拉桥地震响应简化分析方法

doi: 10.21656/1000-0887.400045

作者简介:
史俊(1994—)，男，硕士生(E-mail: shijuncqjtu@163.com);徐略勤(1983—)，男，副教授，博士，博士生导师(通讯作者. E-mail: xulueqin@163.com).

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A Simplified Analysis Method for Seismic Responses of Floating-System Cable-stayed Bridges With Viscous Dampers

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目录

留言板

设置黏滞阻尼器的纵飘斜拉桥地震响应简化分析方法

doi: 10.21656/1000-0887.400045

作者简介: 史俊(1994—)，男，硕士生(E-mail: shijuncqjtu@163.com);徐略勤(1983—)，男，副教授，博士，博士生导师(通讯作者. E-mail: xulueqin@163.com).

计量

出版历程

A Simplified Analysis Method for Seismic Responses of Floating-System Cable-stayed Bridges With Viscous Dampers

计量

出版历程

目录

作者简介:
史俊(1994—)，男，硕士生(E-mail: shijuncqjtu@163.com);徐略勤(1983—)，男，副教授，博士，博士生导师(通讯作者. E-mail: xulueqin@163.com).