使用可解释人工智能的结构抗震评估、设计和改造数据驱动模型

IF 8.5 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Khurram Shabbir, Mohamed Noureldin, Sung-Han Sim
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引用次数: 0

摘要

随着全球基础设施的老化和地震等自然灾害发生频率的增加,对建筑设计进行改造至关重要。虽然传统的数据驱动模型被广泛用于预测建筑状况,但最近在结构设计中对人工智能(AI)技术的探索还很有限。本研究介绍了一种新颖的可解释人工智能框架,该框架利用数据驱动模型对结构进行评估、设计和改造。该框架突出了模型的关键全局特征,并进一步对其进行局部研究,以调整输入的设计参数。它建议对这些输入参数进行必要的更改,以达到理想的结构性能。为实现这一目标,该框架采用了可解释性技术,如特征重要性、特征相互作用、夏普利加法前规划、局部可解释的模型对立解释、局部依赖图(PDP)和个体条件期望,以突出重要特征。此外,还首次将一种新颖的 "反事实"(counterfactual)技术用作结构抗震评估和改造的设计工具。通过非线性时间历史分析和自然地震,在实际基准结构上验证了该框架的有效性。结果表明,所提出的框架非常有效,尤其是在设计级地震条件下,能实现结构刚度和强度的必要变化,以满足不同地震情况下所需的抗震设计目标。该框架有望在其他各种结构和土木工程领域得到更广泛的采用和应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Data-driven model for seismic assessment, design, and retrofit of structures using explainable artificial intelligence
Retrofitting building designs is crucial given the global aging infrastructure and increased in frequency of natural hazards like earthquakes. While traditional data-driven models are widely used for predicting building conditions, there has been limited exploration of recent artificial intelligence (AI) techniques in structural design. This study introduces a novel explainable AI framework that utilizes data-driven models for assessing, designing, and retrofitting of structures. The framework highlights the key global features of the model and further investigates them locally to adjust the input design parameters. It suggests the necessary changes in these inputs to achieve the desired structural performance. To achieve this, the framework employs interpretability techniques such as feature importance, feature interactions, Shapley Additive exPlanations, local interpretable model-agnostic explanations, partial dependence plot (PDP), and individual conditional expectation to highlight the important features. Additionally, a novel counterfactual) technique is applied for the first time as a design tool in seismic assessment and retrofitting of structures. The effectiveness of this framework is validated on a real benchmark structure through nonlinear time history analysis and natural earthquakes. The results show that the proposed framework is highly effective, especially under design-level earthquake conditions in achieving the necessary change in stiffness and strength of structures to meet the required seismic design objectives across different earthquake scenarios. This framework holds promise for wider adoption and applications in various other structural and civil engineering domains.
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来源期刊
CiteScore
17.60
自引率
19.80%
发文量
146
审稿时长
1 months
期刊介绍: Computer-Aided Civil and Infrastructure Engineering stands as a scholarly, peer-reviewed archival journal, serving as a vital link between advancements in computer technology and civil and infrastructure engineering. The journal serves as a distinctive platform for the publication of original articles, spotlighting novel computational techniques and inventive applications of computers. Specifically, it concentrates on recent progress in computer and information technologies, fostering the development and application of emerging computing paradigms. Encompassing a broad scope, the journal addresses bridge, construction, environmental, highway, geotechnical, structural, transportation, and water resources engineering. It extends its reach to the management of infrastructure systems, covering domains such as highways, bridges, pavements, airports, and utilities. The journal delves into areas like artificial intelligence, cognitive modeling, concurrent engineering, database management, distributed computing, evolutionary computing, fuzzy logic, genetic algorithms, geometric modeling, internet-based technologies, knowledge discovery and engineering, machine learning, mobile computing, multimedia technologies, networking, neural network computing, optimization and search, parallel processing, robotics, smart structures, software engineering, virtual reality, and visualization techniques.
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