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

无背索竖琴式斜拉桥动力性能试验研究
引用本文:王平.无背索竖琴式斜拉桥动力性能试验研究[J].国防交通工程与技术,2010,8(6):14-16.
作者姓名:王平
作者单位:中铁十九局集团第五工程公司,辽宁大连116001
摘    要:白鹭大桥是一座无背索竖琴式斜拉桥,为了测试该桥的动力性能,通过跑车试验对白鹭大桥进行了频谱曲线和动位移测试,并且测试了该桥的自振频率和振动参数。通过动载试验及其数据的分析,对无背索竖琴式斜拉桥的工作性能给予客观的评估。试验对同类型桥梁的结构评定可起到一定的借鉴作用。

关 键 词:无背索竖琴式斜拉桥  动载试验  自振频率  振动参数  评估

Test Study of the Dynamic Performance of the Harp-shaped Cable-stayed Bridge with No Back-stayed Cables
Wang Ping.Test Study of the Dynamic Performance of the Harp-shaped Cable-stayed Bridge with No Back-stayed Cables[J].Traffic Engineering and Technology for National Defence,2010,8(6):14-16.
Authors:Wang Ping
Institution:Wang Ping(5th Engineering Company,the 19th Bureau Group,the Railway Construction Corporation of China,Dalian 116001,China)
Abstract:The Bailu Bridge is a harp-shaped cable-stayed bridge with no back-stayed cables.To test the dynamic performance of the bridge,the frequency spectrum curves and the values of the dynamic displacement are obtained by the running test,and its natural frequency and vibration parameters are tested,too.By the dynamic loading test and through analyzing the test data,an objective assessment of its working performance is performed.The test may serve as a useful reference not only for harp-shaped cable-stayed bridges with no back-stayed cables,but also for other bridges of similar types.
Keywords:harp-shaped cable-stayed bridge with no back-stayed cables  dynamic loading test  natural frequency  vibration pa-rameter  assessment
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