Analytical derivation of seismic fragility curves for historical masonry structures based on stochastic analysis of uncertain material parameters
This is an Accepted Manuscript of an article published by Taylor & Francis Group in International Journal of Architectural Heritage on 2019, available online at: http://www.tandfonline.com/10.1080/15583058.2019.1638992
| Autores: | , , , , |
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| Tipo de recurso: | artículo |
| Fecha de publicación: | 2019 |
| País: | España |
| Institución: | Universitat Politècnica de Catalunya (UPC) |
| Repositorio: | UPCommons. Portal del coneixement obert de la UPC |
| Idioma: | inglés |
| OAI Identifier: | oai:upcommons.upc.edu:2117/171803 |
| Acceso en línea: | https://hdl.handle.net/2117/171803 https://dx.doi.org/10.1080/15583058.2019.1638992 |
| Access Level: | acceso abierto |
| Palabra clave: | Masonry Earthquake hazard analysis Finite element analysis Gothic Masonry church Monte carlo simulation Pushover analysis Seismic fragility curves Stochastic analysis Estructures de murs -- Sismologia Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Tipologies estructurals Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia |
| Sumario: | This is an Accepted Manuscript of an article published by Taylor & Francis Group in International Journal of Architectural Heritage on 2019, available online at: http://www.tandfonline.com/10.1080/15583058.2019.1638992 |
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