Conditional generative adversarial networks for the data generation and seismic analysis of above and underground infrastructures

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-03-01 Epub Date: 2024-12-13 DOI:10.1016/j.tust.2024.106285
M. Dalmasso, M. Civera, V. De Biagi, C. Surace, B. Chiaia
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Abstract

Estimating the resilience of civil infrastructures is crucial for disaster prevention (i.e. earthquakes), encompassing both above- and underground constructions. However, while below-ground infrastructures are generally acknowledged as less vulnerable than their over-ground counterparts, this aspect has not yet garnered widespread attention. Thus, noting the limited number of seismic response comparisons for underground structures and the virtual absence of comparative analysis between above- and below-ground infrastructures in the scientific literature, this work aims to address this research gap. Nevertheless, data scarcity strongly hampers this endeavour. Not only do very few tunnels have permanent dynamic monitoring systems installed, but even fewer recorded major earthquakes are in proximity to similarly instrumented bridges and viaducts. This study focuses on three infrastructures of the San Francisco Bay Area: the Bay Bridge, the Caldecott Tunnel and the Transbay Tube. The chosen infrastructures represent a unique combination of nearby, continuously monitored case studies in a seismic zone. Yet, even for these selected infrastructures, few comparable data are available – e.g., only one earthquake was recorded for all three. Hence, a Conditional Generative Adversarial Network (CGAN) technique is put forward as a strategy to build a hybrid dataset, thereby incrementing the available data and overcoming the data scarcity issue. The CGAN can generate new data that resemble the real ones while simultaneously comparing different datasets via binary classification. With this dual objective in mind, the CGAN algorithm has been applied to various cases, varying the input given in terms of selected acquisition channels, infrastructure pairs, and selected strong motions. In conclusion, each pair underwent a postprocessing phase to analyse the results. This research’s outcomes show that the classifications performed with the Support Vector Machine reached excellent results, with an average of 91.6% accuracy, 93.1% precision, 93.3% recall, and 92.9% F1 score. The comparison in the time and frequency domain confirms the resemblance.

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用于地上和地下基础设施数据生成和地震分析的条件生成对抗网络
估算民用基础设施的复原力对于防灾(即地震)至关重要,包括地上和地下建筑。然而,虽然人们普遍认为地下基础设施比地上基础设施不那么脆弱,但这方面尚未引起广泛注意。因此,注意到地下结构地震反应比较的数量有限,并且科学文献中缺乏地上和地下基础设施之间的比较分析,本工作旨在解决这一研究空白。然而,数据匮乏严重阻碍了这一努力。不仅很少有隧道安装了永久性的动态监测系统,而且更少有记录的大地震发生在类似仪器的桥梁和高架桥附近。本研究主要关注旧金山湾区的三个基础设施:海湾大桥、Caldecott隧道和跨湾隧道。所选择的基础设施代表了地震带附近连续监测案例研究的独特组合。然而,即使对于这些选定的基础设施,也几乎没有可比较的数据——例如,这三个地区只记录了一次地震。为此,提出了条件生成对抗网络(Conditional Generative Adversarial Network, CGAN)技术作为构建混合数据集的策略,从而增加可用数据,克服数据稀缺性问题。CGAN可以生成与真实数据相似的新数据,同时通过二值分类对不同的数据集进行比较。考虑到这一双重目标,CGAN算法已应用于各种情况,根据所选的采集通道、基础设施对和所选的强运动来改变给定的输入。最后,每一对都进行了后处理阶段来分析结果。本研究结果表明,使用支持向量机进行分类取得了优异的效果,平均准确率为91.6%,精密度为93.1%,召回率为93.3%,F1得分为92.9%。时域和频域的比较证实了两者的相似性。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
期刊最新文献
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