单拱肋连续梁-拱组合桥的结构设计
叶琳
Structure Design of Single Arch Rib Continuous Beam-Arch Composite Bridge
YE Lin
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作者信息:阳光学院土木工程学院， 350015， 福州
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Affiliation:School of Civil Engineering, Yango University, 350015, Fuzhou, China
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关键词:
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Key words:
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DOI:10.16037/j.1007-869x.2021.08.011
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中图分类号/CLCN:U442.5
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栏目/Col:研究报告
摘要:
以某市轨道交通6号线花溪湖大桥的施工图设计为基础，介绍单拱肋连续梁拱组合结构的桥型方案及主桥结构设计，并对该结构体系进行了详细的静力和动力分析。分析结果表明，单拱肋连续梁-拱组合结构具有良好的静力和动力性能，其结构强度、应力、刚度、整体稳定性及动力效应均满足规范要求,是轨道交通桥梁设计中一种合适的桥型。
Abstracts:
Based on the construction drawing design of Huaxihu Bridge of Rail Transit Line 6 in certain city, the bridge type scheme and main bridge structure design of single arch rib continuous beam-arch composite structure is introduced. Then detailed static and dynamics analysis of the structure system is carried out. The results show that the single arch rib continuous beam-arch composite structure has good static and dynamics performance, and its structural strength, stress, stiffness, overall stability and dynamics effect all meet the design requirements. It is a suitable type for designing rail transit bridge.
引文 / Ref:
叶琳.单拱肋连续梁-拱组合桥的结构设计[J].城市轨道交通研究，2021，24(8):51.
YE Lin.Structure design of single arch rib continuous beam-Arch composite bridge[J].Urban Mass Transit，2021，24(8)：51.
YE Lin.Structure design of single arch rib continuous beam-Arch composite bridge[J].Urban Mass Transit，2021，24(8)：51.
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