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

先简支后连续桥梁振动影响因素分析
引用本文:李纪东.先简支后连续桥梁振动影响因素分析[J].交通科技与经济,2010,12(3):81-83.
作者姓名:李纪东
作者单位:哈同高等级公路管理处,黑龙江哈尔滨,150000
摘    要:分析桥梁和车辆两个动力系统的耦合振动规律,对公路上常见的4种标准跨径先简支后连续箱梁桥进行车桥耦合振动动力特性对比分析。通过详细对比分析桥面铺装、截面尺寸及行驶车速的变化等对该类桥型的车桥振动动力特性的影响进行分析,得到影响该类桥车桥耦合振动性能的关键因素,并提出设计建议。

关 键 词:先简支后连续  标准跨径  动力特性  行驶车速

Analysis of Vibration Characteristics of Simple-Continuous Bridge
LI Ji-dong.Analysis of Vibration Characteristics of Simple-Continuous Bridge[J].Technology & Economy in Areas of Communications,2010,12(3):81-83.
Authors:LI Ji-dong
Institution:Hatong High Level Road Management Department/a>;Harbin 150000/a>;China
Abstract:To learn the vibration rule of two dynamic systems of vehicle-bridge, the paper computes the vehicle-bridge vibrations of the common simply supported continuous box beam bridges and analyses the dynamic capability resulted from bridge deck pavement and the change of cross-sections size and vehicle velocity. At last, this discussion finds out the main factors that affect the dynamic capability of bridge, and gives some advices about the design of this kind of bridges.
Keywords:vibration  simple- continuous  standards span  dynamic characteristics  driving speed
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