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

大跨度连续梁桥的减隔震和延性抗震分析
引用本文:杨亮,肖杰,王文欣,杨立坡.大跨度连续梁桥的减隔震和延性抗震分析[J].公路交通科技,2011,28(8):73-78.
作者姓名:杨亮  肖杰  王文欣  杨立坡
作者单位:天津市市政工程设计研究院;
摘    要:采用加强固定盆式支座和墩柱强度的方法来强行保证大跨度连续梁桥在强震作用下的结构安全,固定墩会承受较大的地震力,由此导致设计的不经济性.针对上述现象,采用弹塑性减震耗能装置方案对强震区大跨连续梁桥进行减隔震设计.计算表明,通过合理设置装置的屈服力以及后屈曲刚度比,弹塑性减震耗能装置可以起到明显减小固定墩所受地震力、提高结...

关 键 词:桥梁工程  大跨度连续梁桥  减隔震设计  延性抗震设计  非线性时程分析

Analysis of Seismic Isolation and Ductility for Long-span Continuous Bridges
YANG Liang,XIAO Jie,WANG Wenxin,YANG Lipo.Analysis of Seismic Isolation and Ductility for Long-span Continuous Bridges[J].Journal of Highway and Transportation Research and Development,2011,28(8):73-78.
Authors:YANG Liang  XIAO Jie  WANG Wenxin  YANG Lipo
Institution:YANG Liang,XIAO Jie,WANG Wenxin,YANG Lipo(Tianjin Municipal Engineering Design and Research Institute,Tianjin 300051,China)
Abstract:If the fixed pot bearing and pier of long-span continuous bridge are reinforced to ensure the structure safety under strong earthquake,the bridge pier will suffer from larger seismic load,thus result in uneconomical design.Aimed at the above-mentioned problem,the elasticl-plastic isolation and energy dissipation device was proposed to do the seismic isolation design on the long-span continuous girder bridge in strong earthquake area.The calculation shows that by setting parameters about yield force and post...
Keywords:bridge engineering  long-span continuous bridge  seismic isolation design  seismic ductility design  nonlinear time history analysis  
本文献已被 CNKI 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