| 部分斜拉桥的设计计算分析研究 |
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| 引用本文： | 竺洁蓉,郭慧乾. 部分斜拉桥的设计计算分析研究[J]. 辽宁省交通高等专科学校学报, 2011, 13(3): 1-4 |
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| 作者姓名： | 竺洁蓉 郭慧乾 |
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| 作者单位： | 中交公路规划设计院有限公司,北京,100088 |
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| 摘 要： | 某双塔三跨预应力混凝土单索面部分斜拉桥,孔跨为80＋128＋80=288m,采用塔梁固结、塔墩分离的结构体系,墩顶设支座的结构形式。以该桥为例,浅析了预应力混凝土部分斜拉桥的桥型特点、受力特性,主要论述了该类桥型的设计计算分析要点,可以为同类桥梁的设计提供参考。
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| 关 键 词： | 部分斜拉桥 桥梁设计 静力计算 动力计算 局部分析 |
Research on Analysis for Design of Extradosed Cable-Stayed Bridge |
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| ZHU Jie-rong,GUO Hui-qian. Research on Analysis for Design of Extradosed Cable-Stayed Bridge[J]. Journal of Liaoning Provincial College of Communications, 2011, 13(3): 1-4 |
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| Authors: | ZHU Jie-rong GUO Hui-qian |
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| Affiliation: | ZHU Jie-rong,GUO Hui-qian |
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| Abstract: | A prestressed concrete extradosed cable-stayed bridge has three span,two pylons,and single-cable-plane.Spans are attributed as(80+128+80)m.The middle tower girder and pier are fixed.The side tower girder and pier are separated and supports mounted on the top of pier.Taking this bridge as an example,the characteristics of bridge type and force principle of the extradosed cable-stayed bridge are simply analyzed.In this paper,the analyses for design gist of this type bridge are mainly introduced,in which can p... |
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| Keywords: | Extradosed Cable-Stayed Bridge Bridge Design Static Calculation Dynamic Calculation Local Analysis |
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