双曲拱桥的缩跨加固方法及应用 |
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引用本文: | 袁海庆,王佶,卢哲安.双曲拱桥的缩跨加固方法及应用[J].武汉理工大学学报,2002,24(6):58-61. |
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作者姓名: | 袁海庆 王佶 卢哲安 |
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作者单位: | 武汉理工大学 |
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摘 要: | 提出了一种新的双曲拱桥加固方法,通过缩小跨径,减小拱圈弯矩,达到提高承载能力的目的,分析与工程实践表明,这种方法具有简单有效,经济易行的优点,对于主要以提高承载等级的目的的中小跨径拱桥有较好的适用性。
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关 键 词: | 双曲拱桥 桥梁加固 缩小跨径 有限元法 |
文章编号: | 1671-4431(2002)06-0058-04 |
修稿时间: | 2001年12月26 |
The Method of Consolidating Double Curverd Arch Bridge by Shortening Span and its Application in Engineering |
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Abstract: | A new method of consolidating double curved arch bridges is presented. By shorting the span, minishing the arch moment, the bearing capacity of the bridges can be obviously enhanced. The validity,economy and facility of the method can be identified by analyse and engineering applications. When the main purpose is to improve the bearing grade of the medium span bridges ,this method will be appreciated. |
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Keywords: | double curved arch bridges consolidation of bridges shorten span finite element method |
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