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京雄城际高铁桥梁全封闭声屏障脉动风压特性研究

李明 缪长青 秦科 周继超 张海瑜 董鹏宇

土木工程与管理学报2026,Vol.43Issue(1):1-9,34,10.
土木工程与管理学报2026,Vol.43Issue(1):1-9,34,10.DOI:10.13579/j.cnki.2095-0985.2026.20250208

京雄城际高铁桥梁全封闭声屏障脉动风压特性研究

Study on the Pulsating Wind Pressure Characteristics of Fully Enclosed Sound Barriers on Bridges of Beijing-Xiong'an Intercity High-speed Railway

李明 1缪长青 2秦科 3周继超 4张海瑜 4董鹏宇5

作者信息

  • 1. 东南大学 混凝土与预应力混凝土结构教育部重点实验室,江苏 南京 211189||中交建筑集团有限公司,北京 101304
  • 2. 东南大学 混凝土与预应力混凝土结构教育部重点实验室,江苏 南京 211189||东南大学 土木工程学院,江苏 南京 211189
  • 3. 合肥工业大学 土木与水利工程学院,安徽 合肥 230009
  • 4. 中国铁路设计集团有限公司,天津 300308
  • 5. 东南大学 土木工程学院,江苏 南京 211189
  • 折叠

摘要

Abstract

This study investigates the pulsating wind pressure characteristics of full-enclosure steel noise barriers on the Beijing-Xiong'an intercity high-speed railway bridges.A three-dimensional nu-merical simulation model of the airflow field was constructed.It was used to study the spatial distribu-tion of pulsating wind pressure on the barrier surface.The study considered different train operating speeds,including single-train and train-meeting scenarios.Results show that when a single train passes through the noise barrier,the induced pulsating wind pressure time-history response follows a typical pattern of"peak-trough-peak".Under the train-meeting condition,the wind pressure response exhibits the pattern"peak-trough-trough-peak",while the central region maintains the regular"peak-trough-peak"pattern.Further analysis reveals that increasing train speed reduces the wind pressure fluctuation period,indicating higher disturbance frequency at higher speeds,with secondary variations in the wind pressure peaks.

关键词

高铁桥梁/钢结构/全封闭式声屏障/计算流体力学/脉动风压

Key words

high-speed railway bridge/steel structure/fully enclosed sound barrier/computational fluid dynamics/pulsating wind pressure

分类

建筑与水利

引用本文复制引用

李明,缪长青,秦科,周继超,张海瑜,董鹏宇..京雄城际高铁桥梁全封闭声屏障脉动风压特性研究[J].土木工程与管理学报,2026,43(1):1-9,34,10.

基金项目

国家铁路集团"智能京雄关键技术研究"项目(P2018G004) (P2018G004)

土木工程与管理学报

OACHSSCD

2095-0985

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