| 部分斜拉桥的索鞍设计 |
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| 引用本文： | 郭成超,刘晓伟.部分斜拉桥的索鞍设计[J].河南科学,2004,22(2):232-234. |
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| 作者姓名： | 郭成超 刘晓伟 |
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| 作者单位： | 郑州大学环水学院,河南郑州,450002;河南海威工程咨询有限公司,河南郑州,450002 |
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| 摘 要： | 介绍部分斜拉桥的拉索设计,重点阐述部分斜拉桥区别于斜拉桥的重要部分-索鞍的构造,并以平顶山市开发路一桥(以下简称开发一桥)为例说明其设计思路,为部分斜拉桥设计提供参考。
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| 关 键 词： | 部分斜拉桥 平顶山市开发路一桥 索鞍 非线性 索鞍半径 |
| 文章编号： | 1004-3918(2004)02-0232-03 |
| 修稿时间： | 2003年12月10 |
Cable saddle design of partial cable-stayed bridge |
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| GUO Cheng-chao,LIU Xiao-wei.Cable saddle design of partial cable-stayed bridge[J].Henan Science,2004,22(2):232-234. |
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| Authors: | GUO Cheng-chao LIU Xiao-wei |
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| Institution: | GUO Cheng-chao~1,LIU Xiao-wei~2 |
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| Abstract: | The design of cable about partially cable-stayed bridge are introduced. The substantials-structure of cable saddle, which partially cable-stayed bridge difference from cable-stayed bridge are emphasesed on, and as Pingdingshan Kaifa road No.1 bridge for instance to show its design reason, presenting for reference on design of partial cable-stayed bridge. |
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| Keywords: | partial cable-stayed bridge Pingdingshan Kaifa road No 1 bridge cable saddle non-linearity radius of cable saddle |
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