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大桥大跨度连续刚构梁柔性拱施工

Construction of Large Span Continuous Rigid Frame Beam Flexible Arch of Major Bridge
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摘要 桥梁是人们出行的重要交通基础设施,也是我国大力发展建设的项目类型。近年来,我国在桥梁建设方面涌现出了很多的新技术,对于桥梁的建设稳定性具有十分积极的意义。在本文中,将就大桥大跨度连续刚构梁柔性拱施工进行一定的分析与探讨。 The bridge is one of the important transportation infrastructures for people's travel, which is developing fast in China. In recent years, many new technologies appear in bridge construction in China, which has active meaning for the construction stability of the bridge. This article analyzes and discusses the construction of long span continuous rigid frame beam flexible arch of major bridge.
作者 魏晓誉
出处 《价值工程》 2015年第11期128-129,共2页 Value Engineering
关键词 大桥 大跨度 连续刚构梁 柔性拱施工 major bridge large span continuous rigid frame beam flexible arch construction
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  • 1罗世东,严爱国,刘振标.大跨度连续刚构柔性拱组合桥式研究[J].铁道科学与工程学报,2004,1(2):57-62. 被引量:43
  • 2TB10002.2-2005,铁路桥梁钢结构设计规范[s]. 被引量:54
  • 3顾安邦.桥梁施工监测与控制[M].北京:机械工业出版社,2004. 被引量:1
  • 4史丽涛.大跨径预应力混凝土多孔连续刚构桥施工监控研究[D].西安:长安大学,2005. 被引量:1
  • 5BIGNELL J L, M LAFAVE J, HAWKINS N M. Seismic vulnerability assessment of wall pier supported highway bridges [ J ]. Engineering Structures, 2005, 27 (14) : 2044 - 2O63. 被引量:1
  • 6CETINKAYA T, NAKAMURA S, TAKAHASHI K. A static analysis-based method for estimating the maximum out-of-plane inelastic seismic response of steel arch bridges [ J ]. Engineering Structures, 2006, 28 (5) : 635 - 647. 被引量:1
  • 7SPYRAKOS C C, RAFTOYIANNIS I G, ERMOPOU- LOS J C. Condition assessment and retrofit of a historic steel-truss railway bridge [ J]. Journal of Constructional Steel Research, 2004, 60 (8) : 1213 - 1225. 被引量:1
  • 8AZIZINAMINI A. Full scale testing of old steel truss bridge [ J ]. Journal of Constructional Steel Research, 2002, 58 (5/6/7/8) : 843 - 858. 被引量:1
  • 9YANG Hua, LIU Changyong, SUN Ying, et al. Wind suction effect on long span stiffened steel truss bridges during erection [ J ]. Journal of Constructional Steel Re- search, 2012, 71:38-51. 被引量:1
  • 10王钰.大跨度钢桁梁柔性拱组合桥施工阶段抗风性能分析.哈尔滨工业大学学报,2011,43(2):344-348. 被引量:1

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