Resonance mechanism of wind-induced isolated aqueduct-water coupling system

被引:8
|
作者
Zhang, Hua [1 ]
Sun, Hao [2 ]
Liu, Liang [1 ]
Dong, Ming [1 ]
机构
[1] Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Jiangsu, Peoples R China
[2] Columbia Univ, Dept Civil Engn & Engn Mech, New York, NY 10027 USA
基金
中国国家自然科学基金;
关键词
Isolated aqueduct bridge; Resonance mechanism; Aqueduct-water interaction; Wind-induced response; FINITE-ELEMENT-METHOD; SEISMIC ISOLATION; ISOLATION BEARING; FLUID; FORMULATION; VIBRATION; PERFORMANCE; ALGORITHM; BRIDGES; FLOW;
D O I
10.1016/j.engstruct.2013.09.014
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The resonance mechanism of wind-induced aqueduct-water coupling system installed with isolated bearings was studied using the Arbitrary Lagrangian-Eulerian (ALE) method and the Finite Element Method (FEM). A water sloshing model was used to analyze the dynamic properties of a U-shaped aqueduct-water coupling system. Simulation results show that the resonance can be eliminated under high-order-frequency excitation and may happen when the excitation frequency is close to the first-order water sloshing frequency. Though the isolated rubber bearings are helpful to improve the earthquake resistance capacity proposed by Zhang et al. (Zhang H, Liu L, Dong M, Sun H. Analysis of wind-induced vibration of fluid-structure interaction system for isolated aqueduct bridge. Eng Struct 2013:46:2837), they reduce the structural stiffness, lengthen the structural vibration period and reduce the wind resistance performance of aqueduct structures. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:73 / 86
页数:14
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