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基于MIDAS Civil的连续梁桥偏心桥墩受力分析探讨

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在桥梁的设计中,偏心桥墩对总体设计有着较大影响,合理的桥墩形式不仅可以使整体结构受力更加合理,而且也能使上、下部结构的造型协调一致、轻巧美观.魏榆路左转匝道9号墩采用了偏心桥墩设计,为了探讨合理的偏心桥墩结构形式,运用MIDAS Civil有限元软件对9号墩进行了建模分析,计算结果表明采用盖梁两侧做不对称悬挑的桥墩形式可进一步提高结构的安全系数,可为今后类似的偏心结构体系桥墩的设计提供参考.
Discussion on Force Analysis of Eccentric Piers of Continuous Beam Bridges Based on MIDAS Civil
In the design of bridges,eccentric piers have a greater impact on the overall design.A proper pier form can not only make the overall structural stress more reasonable but also coordinate the modeling of the superstructure and substructure and make it lightweight and beautiful.The Pier No.9 on the Left Turn Ramp of Weiyu Road adopts the eccentric pier design.This paper uses the finite element software MIDAS Civil to establish a model of Pier No.9 to discuss its reasonable design.The calculation results show that using the asymmetric suspension pier form on both sides of the cover beam can further increase the safety factor of the structure,which can provide a reference for the design of similar eccentric piers in the future.

continuous bridgesubstructureeccentric pierfinite element analysisMIDAS Civil

李强

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太原市市政工程设计研究院,山西 太原 030002

连续梁桥 下部结构 偏心桥墩 有限元分析 MIDAS Civil

2024

山西交通科技
山西交通科技信息中心站

山西交通科技

影响因子:0.381
ISSN:1006-3528
年,卷(期):2024.(2)