| 单跨斜支承梁内力的影响因素分析 |
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| 引用本文： | 柯赛华,吴晟,宁建根,谢群,张戎令. 单跨斜支承梁内力的影响因素分析[J]. 交通标准化, 2014, 0(7): 95-98 |
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| 作者姓名： | 柯赛华 吴晟 宁建根 谢群 张戎令 |
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| 作者单位： | 江西赣北公路勘察设计院;兰州交通大学土木学院; |
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| 摘 要： | 近年来随着高等级公路、城市道路和立交枢纽的快速发展,斜弯桥结构得以广泛的应用.为此,基于工程实例,对单跨斜支承梁的理论基础、内力影响因素进行了分析,并针对各种受力分析建立了统一的表达式,旨在促进该结构的进一步推广应用.
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| 关 键 词： | 单跨斜支承梁 线刚度比 竖向支承刚度 端横梁刚度 斜度 弯扭刚度比 |
Influencing Factors of Internal Force of Single Span Skew Girder |
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| KE Sai-hua,WU Sheng,NING Jian-gen,XIE Qun,ZHANG Rong-ling. Influencing Factors of Internal Force of Single Span Skew Girder[J]. Communications Standardization, 2014, 0(7): 95-98 |
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| Authors: | KE Sai-hua WU Sheng NING Jian-gen XIE Qun ZHANG Rong-ling |
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| Affiliation: | 1. Jiangxi Ganbei Highway Survey and Design Insititue, Jiujiang 332700, China; 2. School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China) |
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| Abstract: | In recent years, curved skew bridge structure is applied widely with the rapid development of highway, city road and interchange. Therefore, this paper analyzes the basic theory, internal force factors of the single span skew girder combining with an engineering example, and it establishes a unified expres- sion aiming at all kinds of force analysis so as to promote the application of this structure. |
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| Keywords: | single span skew girder line stiffness ratio vertical stiffness end beam stiffness inclination ratio of bending and torsion stiffness |
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