Fragility and Vulnerability Analysis of an RC Building with the Application of Nonlinear Analysis
In this paper, the seismic response of a five-story reinforced concrete (RC) frame system building is analysed through fragility analysis. The structure is designed in accordance with structural Eurocodes EN1990, EN1991, EN1992 and EN1998, as a high-ductility (DCH) system. For the analysis of the re...
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| Hlavní autoři: | , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
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MDPI AG
2021-09-01
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| Edice: | Buildings |
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| On-line přístup: | https://www.mdpi.com/2075-5309/11/9/390 |
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