Integrating Deep Learning Into an Energy Framework for Rapid Regional Damage Assessment and Fragility Analysis Under Mainshock-Aftershock Sequences

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Yuxuan Tao, Zhao-Dong Xu, Yaxin Wei, Xin-Yu Liu, Yao-Rong Dong, Jun Dai
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Abstract

This study introduces an energy-based framework for rapidly assessing damage and fragility in regional buildings under mainshock-aftershock sequences. First, the ultimate energy of the structure is derived from the relationship between two time-varying parameters: effective intrinsic energy and input energy. An energy-based damage index is then defined, with uncertainties of the structure and earthquake quantified through Latin hypercube sampling. Subsequently, a Gaussian Process model, enhanced with K-Means clustering and Bayesian optimization, is employed to predict the structural ultimate energy. A Convolutional Neural Network-Long Short-Term Memory Network with an Attention mechanism model with a weighted loss function is developed to capture the structural energy time-history responses, integrating correlation analysis and hyperparameter optimization. A comparative analysis is performed with previous machine learning models. The framework's effectiveness is validated through a comparative study with the inter-story drift ratio (IDR) index. Finally, the framework is applied to Zeytinburnu in Istanbul, Turkey. The results indicate that reducing the dimensionality of the database through correlation analysis effectively decreases data dimensions while maintaining accuracy. In rapid damage assessment tasks, energy is a superior damage indicator compared to IDR, as it correlates positively with critical parameters such as building height and peak ground acceleration (PGA). It enables a tenfold reduction in response data, enhancing training efficiency by 7.4 times. PGAas/PGAms of 1.0 is recommended for analyzing mainshock-aftershock effects, providing a more comprehensive perspective on structural performance and ensuring a conservative estimate of regional structural fragility.

基于深度学习的主余震快速区域损伤评估与易损性分析能量框架
本研究引入了一种基于能量的框架,用于快速评估主余震序列下区域建筑物的破坏和脆弱性。首先,由有效固有能和输入能两个时变参数之间的关系推导出结构的极限能量。然后定义了基于能量的损伤指标,并通过拉丁超立方体采样量化了结构和地震的不确定性。随后,采用基于K-Means聚类和贝叶斯优化的高斯过程模型对结构的极限能量进行预测。结合相关分析和超参数优化,建立了一个带有加权损失函数的注意机制模型的卷积神经网络-长短期记忆网络来捕捉结构能量时程响应。与以前的机器学习模型进行比较分析。通过与层间漂移比(IDR)指标的对比研究,验证了该框架的有效性。最后,将该框架应用于土耳其伊斯坦布尔的Zeytinburnu。结果表明,通过关联分析对数据库进行降维,可以有效地在保持精度的前提下降低数据维数。在快速损伤评估任务中,与IDR相比,能量是一个更好的损伤指标,因为它与建筑物高度和峰值地面加速度(PGA)等关键参数呈正相关。它可以将响应数据减少10倍,将培训效率提高7.4倍。建议采用1.0的PGAas/PGAms来分析主震-余震效应,提供更全面的结构性能视角,并确保对区域结构脆弱性的保守估计。
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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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