Hybrid surrogate model combining physics and data for seismic drift estimation of shear-wall structures

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL Earthquake Engineering & Structural Dynamics Pub Date : 2024-05-21 DOI:10.1002/eqe.4151
Yifan Fei, Wenjie Liao, Pengju Zhao, Xinzheng Lu, Hong Guan
{"title":"Hybrid surrogate model combining physics and data for seismic drift estimation of shear-wall structures","authors":"Yifan Fei,&nbsp;Wenjie Liao,&nbsp;Pengju Zhao,&nbsp;Xinzheng Lu,&nbsp;Hong Guan","doi":"10.1002/eqe.4151","DOIUrl":null,"url":null,"abstract":"<p>To address the issue of costly computational expenditure related to high-fidelity numerical models, surrogate models have been widely used in various engineering tasks, including design optimization. Despite the successful application of the existing surrogate models, physics-based models depend largely on simplifications and assumptions, which render parameter calibration challenging; whereas data-driven models require substantial data to reach their full potential, with their performance often being constrained in tasks when obtaining massive data is difficult. In this study, a hybrid surrogate model is proposed combining physics-based and data-driven models to rapidly estimate building seismic responses. The application of this model is exemplified through effective estimation of inter-story drift ratios (IDRs), being a critical factor in shear-wall structure design. Initially, a data augmentation technique and a parametric modeling procedure are introduced to significantly enhance the dataset diversity. Subsequently, a task decomposition strategy is proposed to effectively integrate a data-driven graph neural network (GNN) and a physics-based flexural-shear model. Additionally, the output layer and the loss function of the GNN are modified to enhance the estimation accuracy by eliminating fundamental errors. Results of numerical experiments indicate that the proposed hybrid model can complete IDR estimations in an average time of 0.56 s, with a mean absolute percentage error of 12.7%. This performance significantly surpasses that of existing purely data-driven and physics-based models. A case study shows that the efficiency of the proposed hybrid model is approximately 100 times greater than that of conventional finite element software. This enables an accurate assessment of the design compliance with code requirements. The results of this study can be applied to the design optimization of seismic-resistant building structures.</p>","PeriodicalId":11390,"journal":{"name":"Earthquake Engineering & Structural Dynamics","volume":"53 10","pages":"3093-3112"},"PeriodicalIF":4.3000,"publicationDate":"2024-05-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Earthquake Engineering & Structural Dynamics","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/eqe.4151","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

To address the issue of costly computational expenditure related to high-fidelity numerical models, surrogate models have been widely used in various engineering tasks, including design optimization. Despite the successful application of the existing surrogate models, physics-based models depend largely on simplifications and assumptions, which render parameter calibration challenging; whereas data-driven models require substantial data to reach their full potential, with their performance often being constrained in tasks when obtaining massive data is difficult. In this study, a hybrid surrogate model is proposed combining physics-based and data-driven models to rapidly estimate building seismic responses. The application of this model is exemplified through effective estimation of inter-story drift ratios (IDRs), being a critical factor in shear-wall structure design. Initially, a data augmentation technique and a parametric modeling procedure are introduced to significantly enhance the dataset diversity. Subsequently, a task decomposition strategy is proposed to effectively integrate a data-driven graph neural network (GNN) and a physics-based flexural-shear model. Additionally, the output layer and the loss function of the GNN are modified to enhance the estimation accuracy by eliminating fundamental errors. Results of numerical experiments indicate that the proposed hybrid model can complete IDR estimations in an average time of 0.56 s, with a mean absolute percentage error of 12.7%. This performance significantly surpasses that of existing purely data-driven and physics-based models. A case study shows that the efficiency of the proposed hybrid model is approximately 100 times greater than that of conventional finite element software. This enables an accurate assessment of the design compliance with code requirements. The results of this study can be applied to the design optimization of seismic-resistant building structures.

查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
结合物理和数据的混合代用模型用于剪力墙结构的地震漂移估算
为了解决与高保真数值模型相关的昂贵计算支出问题,代用模型已被广泛应用于包括设计优化在内的各种工程任务中。尽管现有的代用模型应用成功,但基于物理的模型在很大程度上依赖于简化和假设,这使得参数校准具有挑战性;而数据驱动模型需要大量数据才能充分发挥其潜力,在难以获得大量数据的任务中,其性能往往受到限制。本研究提出了一种混合代用模型,它结合了基于物理的模型和数据驱动模型,可快速估算建筑物的地震响应。层间漂移比(IDR)是剪力墙结构设计中的一个关键因素,该模型的应用通过有效估算层间漂移比来体现。首先,引入了数据增强技术和参数建模程序,以显著提高数据集的多样性。随后,提出了一种任务分解策略,以有效整合数据驱动的图神经网络(GNN)和基于物理的挠剪模型。此外,还修改了图神经网络的输出层和损失函数,通过消除基本误差来提高估计精度。数值实验结果表明,所提出的混合模型可以在 0.56 秒的平均时间内完成 IDR 估计,平均绝对百分比误差为 12.7%。这一性能大大超过了现有的纯数据驱动和基于物理的模型。一项案例研究表明,所提出的混合模型的效率约为传统有限元软件的 100 倍。这样就能准确评估设计是否符合规范要求。本研究的结果可用于抗震建筑结构的优化设计。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
期刊最新文献
Issue information Issue information SSI-induced seismic earth pressures on an integral abutment bridge model: Experimental measurements versus numerical simulations and code provisions Estimation of inelastic displacement ratio spectrum for existing RC structures via displacement response spectrum Linear equivalence for motion amplification devices in earthquake engineering
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1