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

预应力混凝土变截面连续箱梁桥偏载系数研究
引用本文:陆军,张道光.预应力混凝土变截面连续箱梁桥偏载系数研究[J].现代交通技术,2011,8(3):23-25.
作者姓名:陆军  张道光
作者单位:江苏省交通科学研究院股份有限公司,江苏南京,211112
摘    要:结合一座预应力变截面连续梁桥的运营期安全监测和多座新建桥梁的荷载试验,详细介绍了通过有限元法和静载试验确定偏载系数的方法,分析了箱梁在偏载作用下的偏载增大系数,通过几种方法的比较指出较合理的方法,为同类工程提供参考。

关 键 词:变截面连续箱梁  偏载系数  有限元  静载试验

Research on Eccentric Loaded Coefficients of Variable Cross-section Continuous Prestressed Concrete Box Girder Bridge
Lu Jun,Zhang Daoguang.Research on Eccentric Loaded Coefficients of Variable Cross-section Continuous Prestressed Concrete Box Girder Bridge[J].Modern Transportation Technology,2011,8(3):23-25.
Authors:Lu Jun  Zhang Daoguang
Institution:Lu Jun,Zhang Daoguang(Jiangsu Transportation Research Institute Co.,Ltd.,Nanjing 211112,China)
Abstract:Combined with th safety monitoring in operation period of a variable cross-section continuous box-beam and load tests of some newly built bridges,this paper introduced calculating method of eccentric loaded coefficients by finite element method and the static load test.The eccentric loaded increment coefficients of the box girder under eccentric loaded was analyzed.At last one more reasonable methed was proposed by comparison,which can be reference to the simlar projects.
Keywords:variable cross-section continuous box girder  eccentric load coefficient  FEM  static loaded test  
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《现代交通技术》浏览原始摘要信息
点击此处可从《现代交通技术》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