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[1]李永乐,邸月龙,赵彤,等.大跨高墩城市轨道交通斜拉桥动力特性及抗风性能[J].建筑科学与工程学报,2010,27(04):19-24.
 LI Yong-le,DI Yue-long,ZHAO Tong,et al.Dynamic Characteristic and Wind Resistance Behavior of High-pierLong-span Cable-stayed Bridge for Urban Rail Transit[J].Journal of Architecture and Civil Engineering,2010,27(04):19-24.
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大跨高墩城市轨道交通斜拉桥动力特性及抗风性能(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
27卷
期数:
2010年04期
页码:
19-24
栏目:
出版日期:
2010-12-20

文章信息/Info

Title:
Dynamic Characteristic and Wind Resistance Behavior of High-pierLong-span Cable-stayed Bridge for Urban Rail Transit
作者:
李永乐,邸月龙,赵彤,姜孝伟
西南交通大学 桥梁工程系,四川 成都 610031
Author(s):
LI Yong-le, DI Yue-long, ZHAO Tong, JIANG Xiao-wei
Department of Bridge Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China
关键词:
大跨度斜拉桥 动力特性 多模态耦合振动 风致响应 抗风性能
Keywords:
long-span cable-stayed bridge dynamic characteristic multi-mode coupling vibration wind-induced response wind resistance behavior
分类号:
U448.27
DOI:
-
文献标志码:
A
摘要:
以大跨高墩城市轨道交通斜拉桥的3种桥型方案为工程背景,分别建立空间有限元模型,并进行结构的动力特性计算,对其自振频率和振型特点进行对比分析; 基于自主研究开发的桥梁结构分析软件BANSYS,利用二维平面流场理论和多模态耦合振动分析的方法,对大跨高墩城市轨道交通斜拉桥结构在静风荷载下的稳定性和由脉动风引起的抖振位移及抖振内力进行了对比分析。结果表明:大跨高墩城市轨道交通斜拉桥结构整体较柔,各方案之间因结构差异导致的动力特性和风致响应的差别不容忽视。
Abstract:
Taking the three schemes of high-pier long-span cable-stayed bridge for urban rail transit as the engineering background, the spatial finite element models were built respectively. The dynamic characteristics of the structures were calculated, and the natural frequencies and vibration mode characteristics were comparatively analyzed. Based on a self-developed bridge structure analysis software BANSYS, the stabilities of the structures under the static wind load were studied with the theory of two-dimensional flow field, meanwhile, the buffeting displacement and buffeting internal force induced by fluctuating wind of high-pier long-span cable-stayed bridge for urban rail transit were comparatively analyzed by using the multi-mode coupled vibration analysis method. Results show that the whole structure of the high-pier long-span cable-stayed bridge for urban rail transit is flexible; moreover, the differences of dynamic characteristics and wind-induced responses among the three schemes should not be neglected due to the discrepancy in structures.

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备注/Memo

备注/Memo:
收稿日期:2010-08-21
基金项目:国家自然科学基金项目(90915006); 四川省杰出青年学科带头人计划项目(2009-15-406)
作者简介:李永乐(1972-),男,河南洛阳人,教授,博士研究生导师,工学博士,E-mail:ceyongle@gmail.com。
更新日期/Last Update: 2010-12-20