首页|基于Random Forest和层次分析法的混凝土连续梁桥耐久性评估

基于Random Forest和层次分析法的混凝土连续梁桥耐久性评估

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为了准确快速地评估混凝土连续梁桥的耐久性,避免造成结构耐久性评估结果受桥梁技术人员因对规范不熟悉的主观因素影响,基于层次分析法建立适用于混凝土连续梁桥的耐久性评估指标体系,构建随机森林耐久性评估模型.经过参数调优获得随机森林模型最优参数组合为105、10、2、2.结果表明:使用随机森林耐久性评估模型的精确率、召回率、F1值均大于87%;主梁裂缝、重载率、下部结构保护层厚度安全系数等对混凝土连续梁桥耐久性的影响依次递减.将评估结果与桥检报告技术状况等级、课题软件结果对比,验证了模型的可靠性.
Durability Evaluation of Concrete Continuous Girder Bridge Based on Random Forest and Analytic Hierarchy Process
In order to evaluate the durability of concrete continuous girder bridges accurately and quickly and avoid the subjective influence of structural durability assessment results caused by the unfamiliarity of bridge engineering practitioners with the specifications,a durability evaluation index system for concrete continuous girder bridges based on the analytic hierarchy process(AHP)was established,and a random forest durability evaluation model was constructed.After parameter tuning,the optimal parameter combination for the random forest model was obtained:105,10,2 and 2.The results showed that:the precision,recall rate,and F1 value of the random forest durability evaluation model were all greater than 87%,and the influence of the girder beam cracks,overload ratio,and safety factor of protective layer thickness of substructure on the durability of concrete continuous girder bridges decreased in sequence.The model's reliability was verified by comparing the evaluation results with the bridge inspection report's technical condition rating and the project software results.

concrete continuous girder bridgedurabilityanalytic hierarchy processrandom forestevaluation index system

王璐瑶、常兴科、张海君

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长安大学公路学院,陕西 西安 710061

山西省高速公路集团有限责任公司 工程技术部,山西 太原 030000

山西省交通规划勘察设计研究院有限公司 第四公路设计院,山西 太原 030032

混凝土连续梁桥 耐久性 层次分析法 随机森林 评估指标体系

山西省交通厅项目

2021-1-2

2024

沈阳大学学报(自然科学版)
沈阳大学

沈阳大学学报(自然科学版)

CSTPCD
影响因子:0.475
ISSN:2095-5456
年,卷(期):2024.36(3)
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