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• W128595823 abstract "Structural seismic vulnerability assessment is one of the key steps in a seismic risk management process. Structural vulnerability can be assessed using the concept of fragility. Structural fragility is the probability for a structure to sustain a given damage level for a given input ground motion intensity, which is represented by so-called fragility curves or surfaces. In this work, we consider a moment-resisting reinforced concrete frame structure in the area of the Cascadia subduction zone, that is in the South-West of Canada and the North-West of the USA. According to shaking table tests, we first validate the capability of an inelastic fiber beam/column element, using a recently developed concrete constitutive law, for representing the seismic behavior of the tested frame coupled to either a commonly used Rayleigh damping model or a proposed new model. Then, for each of these two damping models, we proceed to a structural fragility analysis and investigate the amount of uncertainty to be induced by damping models." @default.
• W128595823 created "2016-06-24" @default.
• W128595823 creator A5035112846 @default.
• W128595823 creator A5073642194 @default.
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• W128595823 date "2013-01-01" @default.
• W128595823 modified "2023-09-25" @default.
• W128595823 title "Structural Seismic Fragility Analysis of RC Frame with a New Family of Rayleigh Damping Models" @default.
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• W128595823 doi "https://doi.org/10.1007/978-94-007-5134-7_16" @default.
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