山西建筑2025,Vol.51Issue(2) :166-168.DOI:10.13719/j.cnki.1009-6825.2025.02.036

组合梁斜拉桥稳定性分析

Stability analysis of composite beam cable-stayed bridge

荆华东
山西建筑2025,Vol.51Issue(2) :166-168.DOI:10.13719/j.cnki.1009-6825.2025.02.036

组合梁斜拉桥稳定性分析

Stability analysis of composite beam cable-stayed bridge

荆华东1
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作者信息

  • 1. 山东省路桥集团有限公司,山东 济南 250014
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摘要

以一座组合梁斜拉桥为工程背景,采用有限元数值方法进行线弹性稳定分析.研究了裸塔状态、张拉一半拉索状态以及成桥运营状态下结构的稳定性,分析了施工线形误差对成桥运营状态稳定性的影响.结果表明,桥梁的稳定性满足规范要求,桥塔施工误差对成桥运营状态线弹性稳定安全系数影响较小.

Abstract

Taking a composite beam cable-stayed bridge as the engineering background,uses the finite element numerical method to performe the linear elastic stability analysis.The bare tower state,the tension-half cable state and the operation state of the completed bridge was studied.Analyzed the impact of construction line errors on the stability of bridge opera-tion status.The results show that the stability of the bridge meets the requirements of the code,and the tower construction error has little influence on the safety factor of the linear elastic stability of the completed bridge.

关键词

组合梁斜拉桥/稳定性/屈曲模态/数值模拟

Key words

composite beam cable-stayed bridge/stability/buckling mode/numerical simulation

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出版年

2025
山西建筑
山西省建筑科学研究院

山西建筑

影响因子:0.714
ISSN:1009-6825
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