| 漳州战备大桥主塔鞍座处节段模型试验研究 |
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| 引用本文： | 汤少青,蔡文生,王戒躁,汪双炎.漳州战备大桥主塔鞍座处节段模型试验研究[J].桥梁建设,2002(1):15-18,32. |
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| 作者姓名： | 汤少青 蔡文生 王戒躁 汪双炎 |
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| 作者单位： | 1. 漳州市公路局,福建,漳州,363000
2. 中铁大桥局桥科院,湖北,武汉,430034 |
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| 摘 要： | 漳州战备大桥主桥为预应力混凝土部分斜拉桥，主塔采用索鞍结构。介绍该主塔鞍座模型试验，研究鞍座处的受力特点及应力分布，并对主塔鞍座进行有限元空间分析。
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| 关 键 词： | 部分斜拉桥 鞍座 模型试验 应力分布 |
| 文章编号： | 1003-4722（2002）01-0015-04 |
| 收稿时间： | 2001-11-08 |
| 修稿时间： | 2001-11-08 |
Section Model Test Research in Saddles of Zhangzhou War Preparation Bridge |
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| Shang ShaoQing;Cai WenSheng;Wang JieZao;Wang ShuangYan.Section Model Test Research in Saddles of Zhangzhou War Preparation Bridge[J].Bridge Construction,2002(1):15-18,32. |
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| Authors: | Shang ShaoQing;Cai WenSheng;Wang JieZao;Wang ShuangYan |
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| Abstract: | Main tower of Zhangzhou War Preparation Bridge use cable saddles structure, the structure behaviors are researched by the model test of tower saddles, and the tower saddles are carried out by the finite element spatial analysis, the test results show the stress distribution of tower saddles. |
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| Keywords: | partially cable-stayed bridge saddle model test stress distribution |
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