Time history seismic response prediction of multiple homogeneous building structures using only one deep learning-based Structure Temporal Fusion Network

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL Earthquake Engineering & Structural Dynamics Pub Date : 2024-08-06 DOI:10.1002/eqe.4213
Zuohua Li, Qitao Yang, Quanxue Deng, Yunxuan Gong, Deyuan Tian, Pengfei Su, Jun Teng
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Abstract

Structural response prediction under earthquakes is crucial for evaluating the structural performance and subsequent functional restoration. Deep learning provides the potential to rapidly obtain the responses by skipping the time-consuming nonlinear finite element analysis. However, a single deep learning network may only predict the time history responses of one specific structure, resulting in redundancy and resource waste when building multiple networks for modeling different structures. Thus, this study proposes a Structure Temporal Fusion Network (STFN) that can predict responses of various homogeneous structures using a single network. The key concept is that the seismic waves and the structural characteristics, such as story numbers, are fused together to predict diverse time history responses. Two numeric experiments are conducted, including predicting responses of ideal single-degree-of-freedom (SDOF) structures and regular multistory reinforced concrete frames. Furthermore, a series of ablation analyses are carried out to validate the network architecture. The results indicate that STFN can predict nonlinear time history responses of different structures with mean square errors in the magnitude of 10 4 $10^{-4}$ and 10 5 $10^{-5}$ for two experiments, respectively. The solutions also highlight the importance of fusing static characteristics for the modeling of various structures with only one network. The STFN presents a promising solution for time history response prediction across multiple structures in regions.

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仅使用一个基于深度学习的结构时态融合网络预测多个同质建筑结构的时间史地震响应
地震下的结构响应预测对于评估结构性能和后续功能恢复至关重要。深度学习可以跳过耗时的非线性有限元分析,快速获得响应。然而,单个深度学习网络可能只能预测一个特定结构的时间历史响应,这就造成了为不同结构建模而构建多个网络时的冗余和资源浪费。因此,本研究提出了一种结构时空融合网络(STFN),它可以使用单个网络预测各种同质结构的响应。其关键概念是将地震波和结构特征(如层数)融合在一起,以预测不同的时间历史响应。我们进行了两项数值实验,包括预测理想单自由度(SDOF)结构和常规多层钢筋混凝土框架的响应。此外,还进行了一系列烧蚀分析,以验证网络结构。结果表明,STFN 可以预测不同结构的非线性时间历程响应,两个实验的均方误差分别为 10 - 4 $10^{-4}$ 和 10 - 5 $10^{-5}$ 。这些解决方案还凸显了融合静态特性的重要性,只需一个网络即可对各种结构进行建模。STFN 为区域内多个结构的时间历史响应预测提供了一种有前途的解决方案。
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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.
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