首页 | 本学科首页   官方微博 | 高级检索  
     检索      

沪南公路跨线桥抖振响应数值分析研究
引用本文:傅梅,陆元春,孙梦瑾.沪南公路跨线桥抖振响应数值分析研究[J].城市道桥与防洪,2021(5):249-251.
作者姓名:傅梅  陆元春  孙梦瑾
作者单位:上海市城市建设设计研究总院集团有限公司, 上海市 200125; 同济大学 土木工程学院, 上海市 200092
摘    要:采用虚拟风洞技术与全桥结构三维有限元分析相结合的方法,对沪南公路跨线桥成桥状态下的典型断面静气动力系数进行了模拟,开展了脉动风场模拟,并结合模拟结果分析了全桥结构在抖振作用下的位移及内力响应。研究方法及相关结论对我国大跨径变截面连续梁桥的抗风设计具有一定的指导和借鉴意义。

关 键 词:变截面连续梁桥  静气动力系数  虚拟风洞  抖振  抖振响应

Numerical Analysis and Study on Buffeting Response of Hunan Highway Flyover
FU Mei,LU Yuanchun,SUN Mengjing.Numerical Analysis and Study on Buffeting Response of Hunan Highway Flyover[J].Urban Roads Bridges & Flood Control,2021(5):249-251.
Authors:FU Mei  LU Yuanchun  SUN Mengjing
Abstract:The typical sectional static aerodynamic coefficients of Hunan Highway Flyover in the finished bridge state are simulated by using the method of combining the virtual wind tunnel technology and full-bridge structural 3D finite element analysis. The simulation of fluctuating wind field is carried out. And combined with the simulation results, the displacement and internal force response of the full-bridge structure under the buffeting action are analyzed. The study method and the relevant conclusion can be referred for the anti-wind design of long-span variable cross-section continuous girder bridges in China.
Keywords:variable cross-section continuous girder bridge  static aerodynamic coefficient  virtual wind tunnel  buffeting  buffeting response
本文献已被 CNKI 等数据库收录!
点击此处可从《城市道桥与防洪》浏览原始摘要信息
点击此处可从《城市道桥与防洪》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号