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A machine learning framework for assessing post-earthquake structural safety

机译:评估震后结构安全性的机器学习框架

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A machine learning framework is presented to assess post-earthquake structural safety. The concepts of response and damage patterns are introduced and incorporated into a systematic methodology for generating a robust dataset for any damaged building. incremental dynamic analysis using sequential ground motions is used to evaluate the residual collapse capacity of the damaged structure. Machine learning algorithms are used to map response and damage patterns to the structural safety state (safe or unsafe to occupy) of the building based on an acceptable threshold of residual collapse capacity. Predictive models including classification and regression tree and Random Forests are used to probabilistically identify the structural safety state of an earthquake-damaged building. The proposed framework is applied to a 4-story reinforced concrete special moment frame building. Distinct yet partially overlapping response and damage patterns are found for the damaged building classified as safe and unsafe. High prediction accuracies of 91% and 88% are achieved when the safety state is assessed using response and damage patterns respectively. The proposed framework could be used to rapidly evaluate whether a damaged building remains structurally safe to occupy after a seismic event and can be implemented as a subroutine in community resilience evaluation or building lifecycle performance assessment and optimization. (C) 2017 Elsevier Ltd. All rights reserved.
机译:提出了一种机器学习框架来评估地震后的结构安全性。引入了响应和损坏模式的概念,并将其合并到用于为任何损坏建筑物生成可靠数据集的系统方法中。使用顺序地震动进行的增量动力分析用于评估受损结构的残余倒塌能力。基于可接受的残余坍塌能力阈值,使用机器学习算法将响应和损坏模式映射到建筑物的结构安全状态(安全或不安全)。包括分类和回归树以及Random Forests在内的预测模型用于概率性地确定地震破坏建筑物的结构安全状态。拟议的框架应用于四层钢筋混凝土特殊弯矩框架建筑。对于被分类为安全和不安全的受损建筑物,发现了截然不同但部分重叠的响应和损坏模式。当分别使用响应和损坏模式评估安全状态时,可以达到91%和88%的高预测准确性。拟议的框架可用于快速评估地震事件后受损建筑物是否在结构上仍可安全占据,并可作为社区防灾力评估或建筑物生命周期性能评估和优化中的子例程来实施。 (C)2017 Elsevier Ltd.保留所有权利。

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