期刊文献+

贺坪峡大桥悬浇施工控制关键技术研究

Research on key control technique of cast-in-cantilever construction method of Heping Canyon bridge
下载PDF
导出
摘要 以贺坪峡大桥工程为实例,对悬臂施工过程中的结构仿真分析、应力监测和线形监测控制关键技术进行了系统介绍。 Taking the Heping Canyon bridge as a sample, this paper systemically introduced the key techniques such as the structme simulation analysis, stress and linear monitoring in cast -in -cantilever construction.
作者 李纲
出处 《山东交通科技》 2016年第2期66-70,共5页
关键词 贺坪峡大桥 悬浇施工 控制 关键技术 Heping Canyon bridge cast - in - cantilever construction method control key techniques
  • 相关文献

参考文献2

二级参考文献12

  • 1王宏辉,王凤莲,刘德福.采用顶升工艺整体加高整体式连续箱梁[J].黑龙江交通科技,2004,27(12):52-54. 被引量:6
  • 2林剑峰.整体顶升技术在桥梁加固改造中的应用[J].福建建设科技,2006(3):27-27. 被引量:13
  • 3Guy L L. The spatial distribution of unsteady loading due to gusts on bridge decks[ J ]. JourTzal o[ Wind Engineering and Industrial AerodyTzamics, 2003,91 (12) : 1431 1443.
  • 4Byoung Jun L, Stephen P. Thermal performance evaluation of precast concrete three-wythe sandwich wall panels I J 1. EnerKy and Buildings, 2006,38(8) : 1006 - 1(114.
  • 5Min I., Dan M F. ()primal bridge maintenance planning based on pr(babilistic performance prediction [ J ]. 12ngineering Structures, 2004,26:991 1002.
  • 6hunumi S, john C E, Gregory 10. Seismic analysis and base isolation retrofit design of a sleel truss vertical lift brldgeIj ]. Computers & Structures, 1999,72( 1 ) :317 - 327.
  • 7Stratford T J, Burgoyne (2 J. The toppling of hanging beams [J ]. llterlatioml JcJurnal it' Stlids and Structures, 2000, 37(26) :3569 - 3589.
  • 8Jasna ID J. Span-wise structure of lift and overturning moment on a motionless bridge girder I J ]. Jm*rnal qf Wind Engineering and Industrial Aerodynamics, 1997, 69/70/ 71:795 805.
  • 9Saul R. Cost and time efficient design and construction of steel and steel composite bridges I J 1. Journal of Gmstructimal Steel Resea[J]. 1998,46, ( 1 ) :231 - 234.
  • 10毛蔚,吴建龙,余升友.桥梁同步顶升在清连一级公路升级改造工程中的应用[J].公路工程,2008(7):219-221.

共引文献22

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