首页 | 本学科首页   官方微博 | 高级检索  
     

自锚式独塔悬索-斜拉协作体系桥梁检测与评估
引用本文:吴开辉.自锚式独塔悬索-斜拉协作体系桥梁检测与评估[J].福建建筑,2014(12):55-58.
作者姓名:吴开辉
作者单位:福建省建设工程质量安全监督总站;
摘    要:首先介绍了某自锚式独塔悬索-斜拉协作体系桥梁的概况、主缆线形、吊索和拉索索力测试,然后介绍了静载试验和试验结果,最后分析该类桥梁的自振频率和振动响应。分析结果表明:(1)主梁线形基本达到设计成桥线形的要求;(2)大部分斜拉索索力基本与设计索力值较为接近;(3)静动载试验结果表明,该桥满足设计荷载等级要求。

关 键 词:自锚式独塔悬索-斜拉协作体系桥梁  线形  索力  静动力特性

Detection and evaluation of Self- anchored Suspension and Cable Stayed Cooperative System Bridge with Single Tower
WU Kaihui.Detection and evaluation of Self- anchored Suspension and Cable Stayed Cooperative System Bridge with Single Tower[J].Fujian Architecture & Construction,2014(12):55-58.
Authors:WU Kaihui
Affiliation:WU Kaihui (Fujian province construction engineering quality and safety supervision station, Fuzhou 350001)
Abstract:The basic situation of a self - anchored suspension and cable stayed cooperative system bridge with single tower was firstly introduced, as well as line style of main cable, eable toree of sling and dragline, and then the static load test and test results were also present, the modal frequencies and vibration response was analyzed. Results extraeted are listed as follnws: ( 1 ) Line type of main girder meets the requirement of design line style; (2) Test cable foree is close to the design one; (3) The results of static and dynamic test are shown that the bridge meets the design load class.
Keywords:Self- anchored suspension and cable stayed cooperative system bridges with single tower  Line style  Cable fnrce  Static and dynamic characteristics
本文献已被 CNKI 维普 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