首页|基于监测数据的桥梁台风期结构响应研究

基于监测数据的桥梁台风期结构响应研究

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针对沿海地区台风过境后桥梁结构安全状况的评价难题,以浙江沿海地区一座无背索独塔斜拉桥为背景工程,提取2022年台风"梅花"登陆浙江沿海期间该桥健康监测系统获得的全过程数据,通过数据分析研究台风历经前后环境状况的变化情况,以及桥梁关键结构响应(主梁振动、拉索振动、应变和转角数据)的演化过程。结果表明:台风过境过程中,环境温度在台风中降低、湿度增大;结构响应特征中的主梁竖向振动、主梁应变等参数未发生显著变化,拉索振动加速度变化最为显著。台风过境后,结构响应恢复到过境前水平,表明台风并未对结构整体产生显著影响。基于监测数据分析台风过境前后状态,可以显示台风历经前后外部环境和结构内部响应变化趋势,揭示控制桥梁安全的关键响应,可作为台风过后桥梁安全性评价的重要方法。
Bridge Response during Typhoon Period Based on Monitoring Data
Response evolution analysis based on the structural health monitoring(SHM)data during the typhoon period has vital importance to the safety assessment and assurance of bridge structures in the costal region.The changes of the environmental conditions and the evolution processes of the key structural responses of a single tower cable-stayed bridge without backstay in Zhejiang was studied in this paper.The whole process data including structural vibration,stress and deflection was obtained from the SHM system of the bridge during the typhoon Meihua in 2022.The results show that the environmental temperature decreases while the humidity increases during the typhoon.While there is an outstanding changing trend for the vibration of the cables,the vertical vibration and stress response of the girder are relatively stable.After the typhoon,most of the structural responses recover to the historical level before the typhoon,indicating a non-significant influence on the bridge health condition due to the typhoon.

bridge engineeringmonitoring datatyphoon periodstructural response

周青松、孙筠、樊铮然

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上海市建筑科学研究院有限公司,上海 200032

宁波工程学院建筑与交通工程学院,浙江 宁波 315211

桥梁工程 监测数据 台风期 结构响应

浙江省基础公益研究计划上海市科委技术带头人项目上海市交委科技创新项目

LGG20E08000722XD1433300JT2023-KY-003

2024

宁波工程学院学报
宁波工程学院

宁波工程学院学报

影响因子:0.39
ISSN:1008-7109
年,卷(期):2024.36(2)
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