| 大跨预应力混凝土箱梁桥收缩徐变效应 |
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| 引用本文： | 周松柏,胡楚荣,李鹏艳,胡勇.大跨预应力混凝土箱梁桥收缩徐变效应[J].湖南城市学院学报(自然科学版),2006,15(2):14-16. |
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| 作者姓名： | 周松柏 胡楚荣 李鹏艳 胡勇 |
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| 作者单位： | 湖南省岳阳市公路局,湖南,岳阳,414000 |
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| 摘 要： | 随着大跨预应力混凝土粱桥的迅速发展。桥梁收缩和徐变影响的分析和计算成为结构设计人员越来越关心的问题，因此徐变计算理论和方法得到了不断发展．综述了徐变的各种分析方法，采用积分退化核方法对大跨预应力混凝土连续刚构蟹进行了计算，得出了一些有意义的结论，可供桥梁设计参考．
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| 关 键 词： | 桥梁结构 混凝土 收缩徐变 箱梁桥 |
| 文章编号： | 1672-7304（2006）02-0014-03 |
| 收稿时间： | 2006-03-16 |
| 修稿时间： | 2006-03-16 |
Analysis on Shrinkage and Creep Effect of Long-span Prestressed Concrete Box Girder Bridge |
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| ZHOU Song-bo,HU Chu-rong,LI Peng-yan,HU Yong.Analysis on Shrinkage and Creep Effect of Long-span Prestressed Concrete Box Girder Bridge[J].Journal of Hunan City University:Natural Science,2006,15(2):14-16. |
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| Authors: | ZHOU Song-bo HU Chu-rong LI Peng-yan HU Yong |
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| Institution: | Yueyang Highway Bureau, Yueyang, Hunan 414000, China |
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| Abstract: | With the rapid development of long-span prestressed concrete beam bridge, the analysis and calculating of shrinkage and creep influence on bridge concerned deeply by structural designers, therefore creep theory and calculating method obtained increasing development. This article summarized each creep analytical method, using integral degenerate check method to compute long-span prestressed concrete continuous frame bridge, some valuable conclusions were obtained, which could be useful considerations for bridge design. |
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| Keywords: | Bridge structure concrete shrinkage and creep box girder |
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