湖北理工学院学报2025,Vol.41Issue(1) :36-42.DOI:10.3969/j.issn.2095-4565.2025.01.007

铝合金桁架人行桥人致振动分析与振动控制

Analysis and Control of Human Induced Vibration of Aluminum Alloy Truss Footbridge

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湖北理工学院学报2025,Vol.41Issue(1) :36-42.DOI:10.3969/j.issn.2095-4565.2025.01.007

铝合金桁架人行桥人致振动分析与振动控制

Analysis and Control of Human Induced Vibration of Aluminum Alloy Truss Footbridge

文康 1伍绍凤1
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作者信息

  • 1. 桂林理工大学 土木工程学院,广西 桂林 541004
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摘要

铝合金人行桥因轻质、美观被广泛应用于城市人行天桥,但易发生较大的人致振动而影响舒适性.文章以贺州市某铝合金桁架人行桥为工程实例测试分析了动力特性,进行了人致振动试验与舒适度评价,并根据舒适度评价进行了调谐质量阻尼器减振设计.结果表明:该桥虽然基频较高,但阻尼比较小,行人过桥仍会发生较大振动而影响舒适性,需要进行减振控制;模拟结果表明多质量调谐阻尼器的减振效果显著优于TMD系统,起到较好的减振作用.

Abstract

Aluminum alloy pedestrian bridges are widely used in urban pedestrian bridges due to their light weight and aesthetic appearance.However,the gentle nature of aluminum alloy structural pedestrian bridges tends to cause large human vibration which affects comfort.In this paper,taking an aluminum alloy truss pe-destrian bridge in Hezhou City as an example,the dynamic characteristics of the bridge are tested and ana-lyzed,the human induced vibration test and comfort evaluation are carried out,and the tuned mass damper vibration reduction design of the bridge is carried out according to the comfort evaluation.The research re-sults show that although the basic frequency of the bridge is high,while the damping ratio is relatively small.Thus pedestrian crossing the bridge will still cause large vibration of the bridge and affect the comfort.There-fore,it is necessary to control the vibration caused by people on the bridge.The simulation results show that the vibration reduction effect of the multiple tuned mass dampers is significantly better than that of the tuned mass damper,which has a better vibration reduction effect on the bridge.

关键词

铝合金桁架人行桥/人致振动/舒适度评价/振动控制/调谐质量阻尼器

Key words

aluminum alloy truss footbridge/human-induced vibration/comfort evaluation/vibration control/tuned mass damper

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出版年

2025
湖北理工学院学报
湖北理工学院

湖北理工学院学报

影响因子:0.434
ISSN:2095-4565
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