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大跨径混合梁刚构桥施工控制参数敏感性分析
作者:
作者单位:

(1.临海市交通投资集团有限公司, 浙江临海 317009; 2.同济大学桥梁工程系, 上海 200092)

作者简介:

Genyu Feng, Graduated from Tongji University in 2004, Majoring in Transportation and Civil Engineering, Bachelor of Engineering. Research Direction: Bridge construction.

通讯作者:

Xiong Chen

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基金项目:


Sensitivity Analysis of Construction Control Parameters for Long-Span Hybrid Girder Rigid Frame Bridges
Author:
Affiliation:

(1. Linhai Communications Investment Group Co., Ltd., Linhai 317099, Zhejiang Province, China; 2. Department of Bridge Engineering, Tongji University, Shanghai 200092, China)

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    摘要:

    在实际施工过程中,影响桥梁线形、受力的因素有很多,它们对桥梁结构造成的影响不可忽视。本文通过Midas/Civil2020对某大跨径混合梁刚构桥进行仿真模拟,以其成桥状态下的挠度值作为评价指标,对箱梁自重、箱梁刚度、预应力参数、环境温度、挂篮重量不平衡等施工控制参数进行敏感性分析,确定相应参数对桥梁结构的影响程度,为实际施工过程中的桥梁监控工作提供依据,并提出相关监控建议。

    Abstract:

    In the actual construction process, there are many factors that affect the alignment and structural perfor-mance of bridges, and their influence on bridge structures should not be underestimated. This paper conducts a simulation analysis of a large-span hybrid girder rigid frame bridge using Midas/Civil2020. Deflection values in the completed state are used as evaluation criteria. Sensitivity analysis is performed on construction control parameters such as the self-weight of the girder, girder stiffness, prestressing pa-rameters, environmental temperature, and unbalanced basket weight. This analysis determines the degree of influence of these parameters on the bridge structure, providing a basis for bridge monitoring during actual construction and offering relevant monitoring recommendations.

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引用本文

Genyu Feng, Xiong Chen, Chao Liu Sensitivity Analysis of Construction Control Parameters for Long-Span Hybrid Girder Rigid Frame Bridges. Prestress Technology 2023,1(02):1-10. 10.59238/j. pt.2023.02.001

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  • 收稿日期:2023-04-14
  • 最后修改日期:2023-05-27
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  • 在线发布日期: 2023-09-25
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