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基于机器学习的模块间节点受剪性能多目标优化

邓恩峰 李羽辰 高焌栋 张哲 廉俊逸 李伟

建筑钢结构进展2026,Vol.28Issue(3):114-123,10.
建筑钢结构进展2026,Vol.28Issue(3):114-123,10.DOI:10.13969/j.jzgjgjz.20250528001

基于机器学习的模块间节点受剪性能多目标优化

Multi-Objective Optimization of Shear Performance of Inter-Module Joints Based on Machine Learning

邓恩峰 1李羽辰 1高焌栋 1张哲 1廉俊逸 1李伟2

作者信息

  • 1. 郑州大学 土木工程学院,郑州 450001
  • 2. 郑州大学 土木工程学院,郑州 450001||河南建筑职业技术学院 智慧交通学院,郑州 450064
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摘要

Abstract

Modular steel structure buildings have become an important development trend for green and low-carbon construction due to their advantages of a high degree of industrialization and high construction efficiency.The Inter-module connections have significant effects on the mechanical performance of modular buildings.However,the shear performance of the inter-module connections has not been fully investigated in existing studies.Based on the previous experimental study on fully prefabricated liftable connection(FPLC)of modular steel structures,this paper established a refined finite element model and conducted parametric analysis to obtain a shear performance database of FPLC with 1000 different parameters.Six mainstream machine learning algorithms were utilized to predict the shear performance of the FPLC.The results indicated that the neural network optimized by genetic algorithm(GANN)provides better prediction accuracy for the shear load bearing capacity,and the support vector machine stacking algorithm(SVR)shows higher prediction accuracy for the ultimate displacement.By stacking the two algorithms with higher prediction accuracy as a proxy model and linking this model with the non-dominated sorting genetic algorithm II(NSGA-Ⅱ),a multi-objective optimization method for the shear performance of the FPLC was established,and the optimized joint configuration was proposed.The finite element model of a four-story modular steel structure was established,and the static analysis was carried out under vertical load and wind load.The shear performance and inter-story drift rations of the four-story modular steel structure before and after optimization were compared to verify the reliability of the optimization method.

关键词

模块化钢结构/模块间连接/受剪性能/机器学习/多目标优化/精细化有限元模型/参数分析

Key words

modular steel structure/inter-module connection/shear performance/machine learning/multi-objective optimization/refined finite element model/parametric analysis

分类

建筑与水利

引用本文复制引用

邓恩峰,李羽辰,高焌栋,张哲,廉俊逸,李伟..基于机器学习的模块间节点受剪性能多目标优化[J].建筑钢结构进展,2026,28(3):114-123,10.

基金项目

国家自然科学基金(52378206),河南省自然科学基金(242300421177),河南省科技研发计划联合基金(235200810013),河南省高校科技创新人才支持计划项目(25HASTIT017),河南省科技攻关计划项目(252102321146) (52378206)

建筑钢结构进展

1671-9379

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