| 协作体系斜拉桥的结构分析 |
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| 引用本文： | 戴利民.协作体系斜拉桥的结构分析[J].同济大学学报(自然科学版),2000,28(1):92-97. |
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| 作者姓名： | 戴利民 |
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| 作者单位： | 同济大学桥梁工程系上海 200092 |
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| 摘 要： | 协作体系斜拉桥是一种较为新颖的斜拉桥的结构形式，对于工程中常见的独塔及双塔斜拉桥，从结构的刚度和受力分析着手，对协作体系斜拉桥与普通的斜拉桥进行较为全面的比较，得出协作体系在变形及受力方特性，根据这一特性，提出了对工程设计的建议。
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| 关 键 词： | 协作体系斜拉桥 普通斜拉桥 结构分析 |
| 文章编号： | 0253-374(2000)01-0092-06 |
| 修稿时间： | 1999年4月30日 |
Structure Analysis of Cable- stayed Bridge of Cooperative System |
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| DAI Li-min.Structure Analysis of Cable- stayed Bridge of Cooperative System[J].Journal of Tongji University(Natural Science),2000,28(1):92-97. |
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| Authors: | DAI Li-min |
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| Abstract: | Cable-stayed bridge of cooperative system is a relatively novel structure form of cable-stayed bridge. For single-tower and two-tower cable-stayed bridge that are often used in practice, this paper compares the structural characteristic in structural stiffness and internal force of cooperative and normal system. According to the deduced characteristic of cable-stayed bridge of cooperative system, the author gives some proposal on design of this kind bridge. |
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| Keywords: | cable-stayed bridge of cooperative system normal cable-stayed bridge structural analysis |
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