期刊文献+

典型简支梁桥纵向阻挡型防落梁装置作用机理研究

Research of Longitudinal Block Restrainers’ Mechanism for Simply Supported Girder Bridges
下载PDF
导出
摘要 针对我国公路桥梁中典型的板式橡胶支座简支梁桥地震响应特点,就目前普遍采用的纵向阻挡型防落梁装置的作用机理及其适用范围进行研究分析,并在阻挡型防落梁装置限位效果不佳的情况下,提出采用连梁装置与阻挡型限位装置协同工作的新型组合型纵向防落梁装置,同时对这种组合型限位装置的作用机理进行介绍。 Based on the response characteristics of the girder bridges simply supported on laminated rubber bearing under the earthquake, the unseating prevention effect of blocked restrainers and the scope of its application were analyzed. According to the existing problems of restraining devices in some case, a reasonable restrainer design process combine the blocked restrainers and the connecting device for simply supported bridges is proposed. And the mechanism of this assembled restrainer is introduced exhaustively.
作者 王杰 WANG Jie(China Railway SIYUAN Survey and Design Group Co.Ltd,Wuhan,China)
出处 《铁道勘测与设计》 2018年第3期65-67,共3页 Railway Survey and Design
关键词 板式橡胶支座简支梁桥 纵向阻挡型线位装置 连梁装置 组合型纵向防落梁装置 girder bridges simply supported on laminated rubber bearing 1 longitudinal block restrainers 2 connecting device 3 assembled restrainer 4
  • 相关文献

参考文献2

二级参考文献14

  • 1Usami Tsutomu, Lu Zhihao, Ge Hanbin. A seismic upgrading method for steel arch bridges using buckling-restrained braces[J].Earthquake Engineering and Structural Dynamics, 2005, 34:471.
  • 2Obata Makoto, Goto Yoshiakl, Matsuura Sei, et al. Ultimate behavior of tie plates at high-speed tension[J]. Journal of Structural Engineering, 1996,122(4) : 416.
  • 3王军文.非规则梁桥在地震作用下的碰撞效应及防落梁措施研究[M].上海:同济大学桥梁工程系,2005.
  • 4DesRoches R, Pfeifer T, Leon R T, et al. Full-scale tests of seismic cable restrainer retrofits for simply supported bridges[J]. Journal of Bridge Engineering, 2003,8(4) : 191.
  • 5Saiidi M,Johnson R, Maragakis E M. Development, shake table testing, and design of FRP seismic restrainers [J]. Journal of Bridge Engineering, 2006,11 (4):499.
  • 6日本道路协会.道路桥示方书·同解说,V耐震设计篇[S].2002.
  • 7DesRoches R, Fenves G L. Design of seismic cable hinge restrainers for bridges[J].Journal of Structural Engineering, 2000,126(4) :505.
  • 8Saiidi M, Randall M, Maragakis E, et al. Seismic restrainer design methods for simply supported bridges [J]. Journal of Bridge Engineering, 2001,6 (5):307.
  • 9California Department of Transportation. CALTRANS Seismic design criteria, V1.2[S]. 2001.
  • 10日本道路协会.道路桥示方书·同解说Ⅴ·耐震设计篇(H14)[S].

共引文献26

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部