| 先简支后连续梁桥的计算方法 |
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| 引用本文： | 杨智本,李睿,高建波. 先简支后连续梁桥的计算方法[J]. 交通标准化, 2008, 0(5): 32-35. DOI: 10.3869/j.issn.1002-4786.2008.05.010 |
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| 作者姓名： | 杨智本 李睿 高建波 |
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| 作者单位： | 玉溪市政规划设计院,云南,玉溪,653100;昆明理工大学建筑工程学院,云南,昆明,650224 |
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| 摘 要： | 通过对预应力先简支后连续T形梁桥计算方法的研究，并与荷栽试验进行对比分析，对预应力简支转连续结构设计计算的方法提出相关的建议，有利于减少计算误差，保证计算结果与实际情况相吻合。
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| 关 键 词： | 简支转连续 梁桥 计算方法 连续梁 |
Calculation Method of Simply Supported to Continuous Girder Bridge |
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| YANG Zhi-ben,LI Rui,GAO Jian-bo. Calculation Method of Simply Supported to Continuous Girder Bridge[J]. Communications Standardization, 2008, 0(5): 32-35. DOI: 10.3869/j.issn.1002-4786.2008.05.010 |
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| Authors: | YANG Zhi-ben LI Rui GAO Jian-bo |
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| Affiliation: | YANG Zhi-ben, LI Rui, GAO Jian-bo (1.Yuxi Public Planning ＆ Designing Institute, Yuxi Kunming University of Science 653100, China; 2.Facuhy of Civil and Architectural Engineering and Technology, Kunming 650224, China) |
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| Abstract: | Calculation method of simply supported to continuous girder bridge is analyzed and compared with load test. Some related suggestions are put forward, which is in favor of reducing error and guaranteeing the coincidence between calculation and practice. |
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| Keywords: | simply supported to continuous girder bridge calculation method continuous girder |
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