Transmissibility Physics-Guided Deep Learning Network for Seismic Response Prediction Under Limited Domain Knowledge, Sparse Measurements, and Unknown Excitations

IF 5 2区 工程技术 Q1 ENGINEERING, CIVIL
Earthquake Engineering & Structural Dynamics Pub Date : 2026-04-03 Epub Date: 2026-01-30 DOI:10.1002/eqe.70134
Yuntai Zhang, Wang-Ji Yan, Li-Zhong Jiang, Ka-Veng Yuen
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引用次数: 0

Abstract

Swift seismic inspections are crucial for assessing structural safety before reoccupation. The prediction of seismic responses at unmeasured locations in scenarios with sparse response measurements, aided by physical models, has garnered significant attention to expedite inspection processes and safety assessments. However, existing techniques encounter challenges such as low efficiency due to costly seismic excitation measurement setups, limited scalability from incomplete sensor deployment, and substantial discrepancies stemming from insufficient knowledge, including the failure to address nonlinear effects adequately. To tackle these obstacles, a novel Transmissibility Physics-guided Deep Learning (TPDL) framework is introduced for predictions at arbitrary locations under unknown excitations, sparse measurements, and limited knowledge. Leveraging the governing equation of nonlinear structural dynamics in the frequency domain, the nonlinear Transmissibility Function (TF), defined as the ratio of two nonlinear frequency domain responses, is analytically derived by decomposing it into a linear-fidelity term associated with linear transmissibility information and a compensation term linked to unidentified nonlinearities. Guided by this formulation, a physics-guided deep network comprising two modules has been devised, simplifying the learning task from full structural dynamics to nonlinear behavior. The first module directly embeds known linear structural parameters to establish a training-free mapping to linear responses at unmeasured locations, thereby eliminating the need for explicit seismic excitation and facilitating rapid framework deployment. In parallel, the second module encodes the nonlinear compensation term by identifying unknown nonlinearities to correct the linear responses. Given the ill-posed nature of the nonlinear compensation term due to sparse measurements, a channel-sparse regularization technique incorporated into the loss function is employed to promote sparse outputs, mitigating the ill-posed dilemma and enhancing the model's generalization capabilities for unmeasured locations. Numerical studies and shaking table experiments validate TPDL's effectiveness in scenarios with uncalibrated numerical models, demonstrating its advantages of requiring fewer training samples and achieving superior accuracy at unmeasured locations compared to conventional approaches.

在有限领域知识、稀疏测量和未知激励下的地震响应预测的传输率物理引导深度学习网络
在重新使用之前,快速的地震检查对于评估结构安全性至关重要。在物理模型的帮助下,在稀疏响应测量的情况下,对未测量位置的地震反应进行预测,已经引起了人们的极大关注,以加快检查过程和安全评估。然而,现有的技术面临着诸多挑战,例如由于昂贵的地震激励测量设备而导致的低效率,由于传感器部署不完整而导致的可扩展性有限,以及由于知识不足而导致的巨大差异,包括未能充分解决非线性效应。为了解决这些障碍,引入了一种新的传输性物理引导深度学习(TPDL)框架,用于在未知激励、稀疏测量和有限知识下的任意位置进行预测。利用频域非线性结构动力学的控制方程,通过将非线性传递率函数(TF)分解为与线性传递率信息相关的线性保真度项和与未识别非线性相关的补偿项,解析导出非线性传递率函数(TF),其定义为两个非线性频域响应之比。在此公式的指导下,设计了由两个模块组成的物理引导深度网络,简化了从全结构动力学到非线性行为的学习任务。第一个模块直接嵌入已知的线性结构参数,在未测量位置建立线性响应的免训练映射,从而消除了明确地震激励的需要,并促进了框架的快速部署。与此同时,第二个模块通过识别未知的非线性来对非线性补偿项进行编码,以校正线性响应。考虑到由于测量稀疏导致的非线性补偿项的病态性,将信道稀疏正则化技术引入损失函数以促进稀疏输出,缓解病态困境并增强模型对未测量位置的泛化能力。数值研究和振动台实验验证了TPDL在未校准数值模型情况下的有效性,证明了与传统方法相比,它需要更少的训练样本,并且在未测量位置获得更高的精度。
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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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