建筑结构学报2024,Vol.45Issue(5) :81-91.DOI:10.14006/j.jzjgxb.2022.0922

基向量引导的支持向量机RC框架抗震韧性评估

Basis vectors-guided support vector machines for seismic resilience assessment of RC frames

施文凯 周宇 王尉阔 欧阳谦 骆欢
建筑结构学报2024,Vol.45Issue(5) :81-91.DOI:10.14006/j.jzjgxb.2022.0922

基向量引导的支持向量机RC框架抗震韧性评估

Basis vectors-guided support vector machines for seismic resilience assessment of RC frames

施文凯 1周宇 1王尉阔 1欧阳谦 1骆欢1
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作者信息

  • 1. 湖北省地质灾害防治工程技术研究中心,湖北宜昌 443002;三峡大学土木与建筑学院,湖北宜昌 443002
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摘要

机器学习方法能通过建立以建筑信息、地震动参数为输入,韧性指标为输出的非线性映射关系,对建筑结构进行抗震韧性评估,但当训练数据规模较大时,其训练过程由于涉及求解大规模逆矩阵致使计算效率低下且极其占用计算机内存.为此,提出基向量引导的支持向量机(basis vectors-guided support vector machines for regression,BVLS-SVMR)模型,从大规模训练样本中提取小规模子样本,并将其映射到高维特征空间里作为基向量,替代大规模原基向量用于建立预测模型.为了验证BVLS-SVMR模型的准确性和高效性,基于9 356个钢筋混凝土(RC)框架(教学楼)抗震韧性的数据,分别与支持向量机(least squares support vector machines for regression,LS-SVMR)模型和传统有限元法(FEM)进行对比.结果表明:BVLS-SVMR 模型的测试集预测精度与LS-SVMR模型的测试集预测精度(决定系数R2)相差0.011,但计算时间是LS-SVMR模型的1/10,是传统FEM的1/21 709;BVLS-SVMR模型能准确且快速地预测教学楼的抗震韧性指标.

Abstract

Machine learning methods can evaluate the seismic resilience of buildings by establishing a nonlinear mapping relationship between inputs related to building information and seismic parameters and outputs representing resilience indicators.However,large training datasets pose challenges due to the computation of large-scale inverse matrices,leading in low computational efficiency and high memory usage.To address this issue,we propose a basis vector guided support vector machine regression(BVLS-SVMR)model.Replacing the original large-scale basis vectors for building predictive models,this model extracts small-scale sub-samples from large training datasets and maps them into a high-dimensional feature space as basis vectors.To validate its accuracy and efficiency,seismic resilience data from 9 356 reinforced concrete(RC)frame buildings(school buildings)were used.Compared with the support vector machine(LS-SVMR)model and the traditional finite element method(FEM),these results demonstrate the BVLS-SVMR model exhibited a test set prediction accuracy difference of only 0.011 compared to the LS-SVMR model and its computation time was only 1/10 of the LS-SVMR model and 1/21 709 of the traditional FEM.This proves BVLS-SVMR model's ability to accurately and rapidly predict seismic resilience indicators for school buildings.

关键词

基向量/支持向量机/机器学习/钢筋混凝土框架/抗震韧性

Key words

basis vectors/support vector machines/machine learning/reinforced concrete frames/seismic resilience

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基金项目

湖北省自然科学基金面上项目(2022CFB294)

国家自然科学基金青年项目(52208485)

出版年

2024
建筑结构学报
中国建筑学会

建筑结构学报

CSTPCDCSCD北大核心
影响因子:1.546
ISSN:1000-6869
被引量1
参考文献量33
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