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预应力混凝土连续梁桥线形控制影响因素分析 被引量:2

Analysis of Factors Which Impact the Geometric Control of Prestressed Concrete Continuous Bridge
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摘要 以某预应力混凝土连续梁桥为例,采用有限元计算软件,选定6个对连续梁桥线形控制有影响的因素,分析这些因素变化时,梁段节点标高的变化情况。并对各影响因素提出相应的控制建议,为相似桥梁的线形控制工作提供一定的借鉴。 Taking a prestressed concrete continuous bridge as an example, using finite element software to analysis the girder nodes' elevation subsequent change when six factors change which are related to continuous bridge's geometric control. The corresponding control proposals are proposed for each influencing factors in order to provide some reference for the similar bridges' geometric control work.
出处 《国外建材科技》 2008年第1期73-75,共3页 Science and Technology of Overseas Building Materials
关键词 连续梁桥 线形控制 影响因素 标高 continuous bridge geometric control influencing factors elevation
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  • 1范立础.桥梁工程(下册)[M].北京:人民交通出版社,1987.189-195.
  • 2文永奎.[D].中南大学,2002.
  • 3Roca P, Mari A R. Numerical Treatment of Prestressing Tendons in the Nonlinear of Prestressed Concrete Structures[J]. Computers & Structures, 1993, 46 (5): 905-916.
  • 4Figueiras J A, Povoas R H C F. Moddling of Prestress in Non-linear Analysis of Concrete Structures [J]. Computers & Structures, 1994, 53 (1): 173-187.
  • 5Cruz P J S, Mari A R, Roca P. Nonlinear Time-dependent Analysis of Segmentally Constructed Structures [J]. Journal of Structural Engineering, 1998, 124 (3): 278-287.
  • 6Xiaohan Wu, Shunsuke Otani, Hitoshi Shiohara. Tendon Model for Nonlinear Analysis of Prestressed Concrete Structures[J]. Journal of Structural Engineering, 2001, 127 (4): 398-405.
  • 7刘成龙 张焕新 廖卓清 等.虎门大桥270 m连续刚构桥施工测量控制与挠度监测[A]..中国土木工程学会桥梁及结构工程学会第十二届年会[C].广州,1996.447-455.
  • 8范立础.预应力混凝土连续梁桥[M].北京:人民交通出版社,2001..
  • 9范立础.桥梁工程(上册)[M].北京:人民交通出版社,1987..
  • 10刘兴法.预应力混凝土箱梁温度应力计算方法.土木工程学报,1986,19(1):44-54.

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