基于STM的符号回归用于RC深梁和角梁的强度预测
1Department of Structural Engineering, Mansoura University, PO BOX 35516, Mansoura, Egypt. k.megahed@mans.edu.eg.
Scientific reports
|October 24, 2024
概括
这项研究引入了一种混合符号回归模型,用于预测混凝土梁和杆的剪切强度. 新模型通过机器学习增强传统方法,以实现准确和可解释的结构分析.
科学领域:
- 土木工程 土木工程是指土木工程.
- 结构工程 结构工程
- 计算力学 计算力学 计算力学
背景情况:
- 现有的钢筋混凝土深梁 (RCDB) 和角梁 (RCC) 模型包括理论和机器学习 (ML) 方法.
- 需要模型既准确又可解释,结合理论理解和数据驱动方法的优势.
研究的目的:
- 开发一种使用符号回归 (SR) 集成的混合模型,并将其与坚固结合模型 (STM) 集成,以预测RCDB和RCC的剪切强度.
- 提高剪强度预测模型的可解释性和稳定性.
主要方法:
- 一个混合模型,SR-STM,是通过将符号回归应用到一个坚持和绑定模型框架来开发的.
- 该模型在810个RCDB和371个RCC剪切强度测试的综合数据库上进行了训练.
- 基因编程被用来将ML增强功能集成到STM中.
主要成果:
- 该SR-STM模型显示出高预测准确度,确定系数值为RCDBs的0.913和RCCs的0.862.
- 该模型提供了符合STM原则的可解释的数学表达式.
- SHAP分析证实了模型能够捕捉影响剪切强度的关键因素的能力.
结论:
- 开发的SR-STM模型提供了一种可靠,可解释和准确的方法来预测RCDB和RCC的剪切强度.
- 这种混合方法为结构设计中的实际工程应用提供了宝贵的见解.
- 该SR-STM模型的性能优于或与最先进的方法相匹配,包括像CatBoost这样的ML技术.
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