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Incremental dynamic analysis of wood-frame houses in Canada: Effects of dominant earthquake scenarios on seismic fragility

机译:加拿大木结构房屋的增量动态分析:主要地震场景对地震脆弱性的影响

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摘要

Seismic fragility can be assessed by conducting incremental dynamic analysis (IDA). This study extends the current conditional mean spectrum (CMS)-based record selection approach for IDA by taking into account detailed seismic hazard information. The proposed method is applied to conventional wood-frame houses in Canada, across which dominant earthquake scenarios and associated hazard levels vary significantly. Effects due to different seismic environments, site conditions, CMS-based record selection methods, and house models are investigated by comparing various seismic fragility models. Moreover, relative impact of the key characteristics is evaluated in terms of seismic loss curve for a group of wood-frame houses. Importantly, a close examination of regional seismic hazard characteristics using seismic hazard curve and seismic deaggregation facilitates the deeper understanding of the impact of ground motion characteristics on seismic fragility. A comprehensive and systematic assessment of key uncertainties associated with seismic fragility is provided.
机译:可以通过进行增量动力分析(IDA)来评估地震的脆弱性。这项研究通过考虑详细的地震灾害信息,扩展了IDA当前基于条件平均谱(CMS)的记录选择方法。所提出的方法适用于加拿大的传统木结构房屋,在整个木结构房屋中,主要的地震情况和相关的危害程度差异很大。通过比较各种地震易损性模型,研究了由于不同地震环境,场地条件,基于CMS的记录选择方法和房屋模型而造成的影响。此外,根据一组木结构房屋的地震损失曲线评估了关键特性的相对影响。重要的是,使用地震危险曲线和地震解集法对区域地震危险特征进行仔细检查有助于深入了解地震动特征对地震易碎性的影响。提供了与地震脆性相关的关键不确定性的全面系统的评估。

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  • 来源
    《Soil Dynamics and Earthquake Engineering》 |2013年第4期|1-14|共14页
  • 作者单位

    Department of Civil Engineering Queen's School of Engineering University of Bristol Queen's Building University Walk Bristol BS8 1TR United Kingdom;

    Department of Urban and Civil Engineering Faculty of Engineering Tokyo City University 1-28-1 Tamazutsumi Setagaya Tokyo 158-8557 Japan;

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  • 入库时间 2022-08-18 04:33:48

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