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

桥面侧风对行车安全性影响的概率评价方法
引用本文:庞加斌,王达磊,陈艾荣,林志兴.桥面侧风对行车安全性影响的概率评价方法[J].中国公路学报,2006,19(4):59-64.
作者姓名:庞加斌  王达磊  陈艾荣  林志兴
作者单位:同济大学汽车学院 上海200092(庞加斌),同济大学桥梁工程系 上海200092(王达磊,陈艾荣,林志兴)
基金项目:国家高技术研究发展计划(863计划)
摘    要:针对高速公路综合管理需求,研究强风天气的大跨度桥梁行车安全性问题。在考虑风速、车型、路面条件和车速的基础上,分析了4种典型车辆的安全行车临界风速,结合桥位风速观测资料统计和桥梁结构对桥面风速的影响,建立桥面行车高度的等效风速概率模型,提出了概率评估方法,并将此方法应用于杭州湾跨海大桥和苏通长江公路大桥的桥面行车安全性分析。研究结果表明:侧滑是行车安全性的主要问题,大跨度桥塔附近的侧风影响最为严重。

关 键 词:桥梁工程  桥面侧风  概率评价方法  安全行车风速
文章编号:1001-7372(2006)04-0059-06
收稿时间:2005-10-10
修稿时间:2005年10月10

Probability Evaluating Method of Bridge Deck Side Wind Effects on Driving Safety
PANG Jia-bin , WANG Da-lei , CHEN Ai-rong, LIN Zhi-xing.Probability Evaluating Method of Bridge Deck Side Wind Effects on Driving Safety[J].China Journal of Highway and Transport,2006,19(4):59-64.
Authors:PANG Jia-bin  WANG Da-lei  CHEN Ai-rong  LIN Zhi-xing
Institution:1. School of Automobile, Tongji University, Shanghai 200092, China; Department of Bridge Engineering, Tongji University, Shanghai 200092, China
Abstract:Side wind effects on driving safety were investigated for long-span bridges in strong wind based on comprehensive management of freeway.Critical wind speeds of safety driving concerning four typical vehicles were analyzed with considering wind speed,vehicle dimensions,road surface condition and vehicle speed.In combination with statistics of on-situ wind speed observation data and interaction analysis of structures on natural wind,a probability model and evaluating method with the concept of effective wind speed on bridge deck were proposed for driving safety analysis.By using the evaluating method, driving safety issues on Hangzhou Bay Oversea Bridge and Sutong Yangtze Highway Bridge were investigated.Results show that side slip is the main issue of driving safety while the vehicles pass by the bridge pylons in strong wind conditions.
Keywords:bridge engineering  bridge deck side wind  probability evaluating method  wind speed of safety driving
本文献已被 CNKI 维普 万方数据 等数据库收录!
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