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Seismic fragility analysis of subway station structures considering statistical uncertainty of seismic demands

To avoid the epistemic uncertainty for seismic fragility of subway station structures caused by the incomplete seismic demand sample set, a novel procedure of seismic fragility analysis of subway station structures considering the statistical uncertainty of seismic demands is proposed. The limited s...

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Autor principal: CUI Chunyi 1 , XU Minze 1, XU Chengshun 2, ZHAO Jingtong 1, LIU Hailong 1, MENG Kun 3
Formato: Artigo
Idioma:Inglês
Publicado em: Editorial Office of Chinese Journal of Geotechnical Engineering 2025-03-01
Colecção:Yantu gongcheng xuebao
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Acesso em linha:https://www.cgejournal.com/en/article/doi/10.11779/CJGE20230980
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