| 太原市南中环高架桥宽箱梁横梁计算分析 |
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| 引用本文： | 吴红升,唐军. 太原市南中环高架桥宽箱梁横梁计算分析[J]. 山西建筑, 2014, 0(2): 163-165 |
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| 作者姓名： | 吴红升 唐军 |
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| 作者单位： | 太原市市政工程设计研究院,山西太原030002 |
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| 摘 要： | 采用桥梁博士软件建立太原市南中环高架桥箱梁横梁的有限元计算模型,分两种荷载加载方式计算该桥箱梁横梁的力学性能,计算结果表明该桥箱梁横梁满足桥梁设计规范要求,计算结果为该桥的设计复核提供了参考。
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| 关 键 词： | 箱梁 横梁 加载模式 有限元分析 |
Calculation analysis of transverse beam for broad box girder in viaduct of southern middle ring road in Taiyuan |
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| WU Hong-sheng,TANG Jun. Calculation analysis of transverse beam for broad box girder in viaduct of southern middle ring road in Taiyuan[J]. Shanxi Architecture, 2014, 0(2): 163-165 |
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| Authors: | WU Hong-sheng TANG Jun |
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| Affiliation: | ( Taiyuan Municipal Engineering Design and Research Institute, Taiyuan 030002, China) |
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| Abstract: | The finite element program DoctorBridge is used to establish calculation model of transverse beam for broad box girder in viaduct of southern middle ring road in Taiyuan. Mechanical properties of one transverse beam for box girder is calculated, by two kinds of loading mode. Calculation results indicate that the transverse beam can meet requirements in design specification for normal use. Calculating results in this text have offered reference for design review of the bridge. |
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| Keywords: | box girder transverse beam loading mode finite element analysis |
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