Vulnerability assessment of reinforced concrete buildings at precarious slopes subjected to combined ground shaking and earthquake induced landslide

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• 作者：S.D. Fotopoulou ; ^{sfotopou@civil.auth.gr} ; K.D. Pitilakis ^{kpitilak@civil.auth.gr}
• 关键词：Seismic vulnerability ; RC buildings ; Topographic effects ; Seismically induced slope displacements ; Coupled fragility curves
• 刊名：Soil Dynamics and Earthquake Engineering
• 出版年：2017
• 出版时间：February 2017
• 年：2017
• 卷：93
• 期：Complete
• 页码：84-98
• 全文大小：1811 K
• 卷排序：93

文摘

Framework to evaluate the combined vulnerability of buildings at precarious slopes. Effect of topography on the seismic vulnerability of reinforced concrete buildings. Relative contribution of landslide hazard to the seismic vulnerability of buildings. Coupled fragility curves due to combined ground shaking and landslide hazards.