| 简支转预应力连续结构受力特性分析 |
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| 引用本文： | 周如顺. 简支转预应力连续结构受力特性分析[J]. 安徽建筑工业学院学报, 2005, 13(5): 16-19 |
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| 作者姓名： | 周如顺 |
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| 作者单位： | 休宁县公路局 休宁245400 |
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| 摘 要： | 在公路桥梁建设中,简支转预应力连续结构是一种颇受青睐的结构型式,这种结构不仅具有简支梁桥施工简便的优点,而且保证了桥梁的连续性。文中分析先简支后连续体系型式的特点、受力特性,并与悬臂转连续的体系转换方法进行分析比较。
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| 关 键 词： | 简支转连续 体系转换 分析 预应力连续梁桥 |
| 文章编号： | 1006-4540(2005)05-016-04 |
| 收稿时间： | 2005-01-18 |
| 修稿时间： | 2005-01-18 |
Analysis of force character on prestressed simply supported continuous construction |
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| ZHOU Ru shun. Analysis of force character on prestressed simply supported continuous construction[J]. Journal of Anhui Institute of Architecture(Natural Science), 2005, 13(5): 16-19 |
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| Authors: | ZHOU Ru shun |
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| Affiliation: | Xiuning County Highway Administration Bureau of Anhui Province, Xiuning 245400, China |
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| Abstract: | In order to overcome the shortcomings of simply supported girder bridge construction with continuous pavement,the structure of simply supported-continuous system is applied in bridge.This paper reviews the character of this system and analyzes the force comparing with simply supported girder bridge. |
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| Keywords: | simply supported-continuous system transformation analysis prestressed continuous beam bridge |
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