Influence of pier-water interaction on natural vibration characteristics of bridge with complex piers in water

IF 0.7 Q4 CONSTRUCTION & BUILDING TECHNOLOGY
Jie Li, Sida Li, Junfeng Zhang, Yupeng Geng, Da-Yong Yang
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引用次数: 0

Abstract

In order to clarify the influence of water on the natural vibration of bridge with complex piers, based on a continuous beam with 4-column pier, the numerical analysis model is established. Single column circular pier is taken to discuss the range of waters. Then the influences of water on the natural vibration are analyzed. The research shows that waters reduce the natural frequency. When waters area width is less than 10 m, the natural frequency of the pier decreases. And the first-order longitudinal bending frequency is reduced by 3.36%. When waters area width is more than 10 m, the vibration frequencies tend to be stable gradually. Therefore, the waters 10 m can be regarded as an infinite boundary. The natural frequencies of single column pier and 4-column pier decrease with the increase of water depth. When the water depth is less than 10 m, the changes of natural frequency of the first four orders of single column pier are relatively small, and the changes of 5–10 order natural frequency are large. The maximum effect of the first ten orders is 14.84%. The natural vibration frequency of the bridge decreases gradually with the increase of water depth. The maximum effect of the first five orders is 3.33%.
墩水相互作用对水中复杂桥墩桥梁自振特性的影响
为了弄清水对复杂桥墩桥梁自振的影响,以4柱桥墩连续梁为例,建立了数值分析模型。采用单柱圆形墩来讨论水域范围。然后分析了水对结构固有振动的影响。研究表明,水降低了固有频率。当水域宽度小于10 m时,桥墩固有频率减小。一阶纵向弯曲频率降低了3.36%。当水域宽度大于10 m时,振动频率逐渐趋于稳定。因此,10米的水域可视为无限边界。随着水深的增加,单柱墩和四柱墩的固有频率逐渐减小。当水深小于10 m时,单柱墩前4阶固有频率变化较小,5-10阶固有频率变化较大。前十个订单的最大效果为14.84%。随着水深的增加,桥梁的自振频率逐渐降低。前五个订单的最大效果为3.33%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Bridge Structures
Bridge Structures CONSTRUCTION & BUILDING TECHNOLOGY-
CiteScore
1.10
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发文量
5
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