- -

Comportamiento de los edificios de HA con tabiquería durante el sismo de Lorca de 2011: aplicación del método FAST

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Compartir/Enviar a

Citas

Estadísticas

  • Estadisticas de Uso

Comportamiento de los edificios de HA con tabiquería durante el sismo de Lorca de 2011: aplicación del método FAST

Mostrar el registro sencillo del ítem

Ficheros en el ítem

dc.contributor.author Gómez-Martínez, Fernando es_ES
dc.contributor.author Pérez-García, Agustín es_ES
dc.contributor.author De Luca, Flavia es_ES
dc.contributor.author Verderame, Gerardo Mario es_ES
dc.date.accessioned 2015-10-16T17:19:10Z
dc.date.available 2015-10-16T17:19:10Z
dc.date.issued 2015-03
dc.identifier.issn 0020-0883
dc.identifier.uri http://hdl.handle.net/10251/56122
dc.description.abstract [EN] A back analysis aimed at the evaluation of reinforced concrete frame buildings performance during the 2011 Lorca, Spain, earthquake is provided by applying FAST method. This is a simplified approach for the estimation of largescale vulnerability of RC moment resisting frame buildings. It accounts for the structural contribution of non-structural masonry infills. Lorca earthquake showed a Peak Ground Acceleration (PGA) three times higher with respect to that recommended by local design code. However, damage observed seldom included building collapses. Characteristics of the seismic event and features of the local building stock are studied aimed at showing, through the application of FAST, whether the low amount of collapses could be a consequence of the additional contribution provided by infills, despite their non-structural role in local code design framework. FAST damage scenario showed a fair agreement with observed damage, providing a confirmation on the structural role played by masonry infills. es_ES
dc.description.abstract [ES] Se ofrece una hipótesis de comportamiento de los edificios porticados de hormigón armado de Lorca ante el terremoto de 2011, mediante la aplicación del método FAST, procedimiento de estimación simplificada de la vulnerabilidad a gran escala de dichos edificios contando con la contribución estructural de la tabiquería de fábrica. Este terremoto tuvo una aceleración de pico (PGA) tres veces superior a la básica de proyecto; sin embargo, se caracterizó por la práctica ausencia de colapsos. Se estudian las propiedades del evento sísmico y las particularidades de la edificación para, a través de la aplicación de FAST, tratar de confirmar que dicha ausencia de colapsos pudiera deberse a la contribución estructural de la tabiquería, a pesar de no ser proyectada con ese fin ni regulada por las sucesivas regulaciones normativas. Los resultados obtenidos confirman en buena medida dicha hipótesis, siendo el nivel medio de daño previsto consistente con el escenario real. es_ES
dc.language Español es_ES
dc.publisher Consejo Superior de Investigaciones Científicas (CSIC) es_ES
dc.relation.ispartof Informes de la Construcción es_ES
dc.rights Reconocimiento - No comercial (by-nc) es_ES
dc.subject Lorca earthquake es_ES
dc.subject Vulnerability es_ES
dc.subject Infills es_ES
dc.subject Damage states es_ES
dc.subject Brittle failure es_ES
dc.subject Seismic code NCSE-02 es_ES
dc.subject FAST es_ES
dc.subject Terremoto de Lorca es_ES
dc.subject Vulnerabilidad es_ES
dc.subject Tabiquería es_ES
dc.subject Nivel de daño es_ES
dc.subject Rotura frágil es_ES
dc.subject NCSE-02. es_ES
dc.subject.classification MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS es_ES
dc.title Comportamiento de los edificios de HA con tabiquería durante el sismo de Lorca de 2011: aplicación del método FAST es_ES
dc.title.alternative Infilled RC buildings performances during the 2011 Lorca, Spain, earthquake: application of FAST approach es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.3989/ic.12.110
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures es_ES
dc.description.bibliographicCitation Gómez-Martínez, F.; Pérez-García, A.; De Luca, F.; Verderame, GM. (2015). Comportamiento de los edificios de HA con tabiquería durante el sismo de Lorca de 2011: aplicación del método FAST. Informes de la Construcción. 67(537):1-14. doi:10.3989/ic.12.110 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://dx.doi.org/10.3989/ic.12.110 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 14 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 67 es_ES
dc.description.issue 537 es_ES
dc.relation.senia 294090 es_ES
dc.identifier.eissn 1988-3234
dc.description.references (4) De Miguel, J.L. (2011). Lorca. Madrid: Departamento de Estructuras - ETSAM. es_ES
dc.description.references De Luca, F., Verderame, G. M., Gómez-Martínez, F., & Pérez-García, A. (2013). The structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake. Bulletin of Earthquake Engineering, 12(5), 1999-2026. doi:10.1007/s10518-013-9500-1 es_ES
dc.description.references Ricci, P., De Luca, F., & Verderame, G. M. (2010). 6th April 2009 L’Aquila earthquake, Italy: reinforced concrete building performance. Bulletin of Earthquake Engineering, 9(1), 285-305. doi:10.1007/s10518-010-9204-8 es_ES
dc.description.references (8) Ricci, P. (2010). Seismic vulnerability of existing RC buildings (Tesis). Nápoles, Italia: Università degli Studi di Napoli Federico II. es_ES
dc.description.references Verderame, G. M., De Luca, F., Ricci, P., & Manfredi, G. (2010). Preliminary analysis of a soft-storey mechanism after the 2009 L’Aquila earthquake. Earthquake Engineering & Structural Dynamics, 40(8), 925-944. doi:10.1002/eqe.1069 es_ES
dc.description.references Hermanns, L., Fraile, A., Alarcón, E., & Álvarez, R. (2013). Performance of buildings with masonry infill walls during the 2011 Lorca earthquake. Bulletin of Earthquake Engineering, 12(5), 1977-1997. doi:10.1007/s10518-013-9499-3 es_ES
dc.description.references Benavent-Climent, A., Escobedo, A., Donaire-Avila, J., Oliver-Saiz, E., & Ramírez-Márquez, A. L. (2013). Assessment of expected damage on buildings subjected to Lorca earthquake through an energy-based seismic index method and nonlinear dynamic response analyses. Bulletin of Earthquake Engineering, 12(5), 2049-2073. doi:10.1007/s10518-013-9513-9 es_ES
dc.description.references Manfredi, G., Prota, A., Verderame, G. M., De Luca, F., & Ricci, P. (2013). 2012 Emilia earthquake, Italy: reinforced concrete buildings response. Bulletin of Earthquake Engineering, 12(5), 2275-2298. doi:10.1007/s10518-013-9512-x es_ES
dc.description.references (14) Grunthal, G. (Ed.). (1998). Cahiers du Centre Europeen de Geodynamique et de Seismologie,Vol. 7, 99 pp. Luxembourg: European Macroseismic Scale 1998. es_ES
dc.description.references Vidic, T., Fajfar, P., & Fischinger, M. (1994). Consistent inelastic design spectra: Strength and displacement. Earthquake Engineering & Structural Dynamics, 23(5), 507-521. doi:10.1002/eqe.4290230504 es_ES
dc.description.references Dolce, M., Cardone, D., Ponzo, F. C., & Valente, C. (2005). Shaking table tests on reinforced concrete frames without and with passive control systems. Earthquake Engineering & Structural Dynamics, 34(14), 1687-1717. doi:10.1002/eqe.501 es_ES
dc.description.references Kircher, C. A., Nassar, A. A., Kustu, O., & Holmes, W. T. (1997). Development of Building Damage Functions for Earthquake Loss Estimation. Earthquake Spectra, 13(4), 663-682. doi:10.1193/1.1585974 es_ES
dc.description.references Borzi, B., Pinho, R., & Crowley, H. (2008). Simplified pushover-based vulnerability analysis for large-scale assessment of RC buildings. Engineering Structures, 30(3), 804-820. doi:10.1016/j.engstruct.2007.05.021 es_ES
dc.description.references Dol?ek, M., & Fajfar, P. (2004). Inelastic spectra for infilled reinforced concrete frames. Earthquake Engineering & Structural Dynamics, 33(15), 1395-1416. doi:10.1002/eqe.410 es_ES
dc.description.references Ricci, P., Verderame, G. M., & Manfredi, G. (2011). Analytical investigation of elastic period of infilled RC MRF buildings. Engineering Structures, 33(2), 308-319. doi:10.1016/j.engstruct.2010.10.009 es_ES
dc.description.references Manfredi, G. (2001). Evaluation of seismic energy demand. Earthquake Engineering & Structural Dynamics, 30(4), 485-499. doi:10.1002/eqe.17 es_ES
dc.description.references (26) CEN. (2004). European Standard EN 1998-1:2003. Eurocode 8: design of structures for earthquake resistance—Part 1: general rules, seismic actions and rules for buildings. Brussels: Comité Européen de Normaliation. es_ES
dc.description.references Fardis, M. N. (2009). Seismic Design, Assessment and Retrofitting of Concrete Buildings. Geotechnical, Geological, and Earthquake Engineering. doi:10.1007/978-1-4020-9842-0 es_ES
dc.description.references Vielma, J. C., Barbat, A. H., & Oller, S. (2009). Seismic safety of low ductility structures used in Spain. Bulletin of Earthquake Engineering, 8(1), 135-155. doi:10.1007/s10518-009-9127-4 es_ES
dc.description.references (34) Astiz, M.A., Marí, A., Perepérez, B. (2005). Conceptos específicos del proyecto de estructuras en zonas sísmicas. Hormigón y acero, 237. es_ES
dc.description.references Ricci, P., De Risi, M. T., Verderame, G. M., & Manfredi, G. (2013). Influence of infill distribution and design typology on seismic performance of low- and mid-rise RC buildings. Bulletin of Earthquake Engineering, 11(5), 1585-1616. doi:10.1007/s10518-013-9453-4 es_ES
dc.description.references De Luca, F., & Verderame, G. M. (2013). A practice-oriented approach for the assessment of brittle failures in existing reinforced concrete elements. Engineering Structures, 48, 373-388. doi:10.1016/j.engstruct.2012.09.038 es_ES
dc.description.references (38) Crowley, H., Pinho, R. (2010). Revisiting Eurocode 8 formulae for periods of vibration and their employment in linear seismic analysis. Earthquake Engineering and Structural Dynamics, 39(2):223-235. es_ES
dc.description.references Navarro, M., García-Jerez, A., Alcalá, F. J., Vidal, F., & Enomoto, T. (2013). Local site effect microzonation of Lorca town (SE Spain). Bulletin of Earthquake Engineering, 12(5), 1933-1959. doi:10.1007/s10518-013-9491-y es_ES
dc.description.references (40) Galasso, C., Cosenza, E., Maddaloni, G. (2011). Statistical analysis of reinforcing steel properties for seismic design of RC structures. En Actas de la 14th European Conference on Earthquake Engineering. Ohrid, Macedonia. es_ES
dc.description.references Borzi, B., & Elnashai, A. S. (2000). Refined force reduction factors for seismic design. Engineering Structures, 22(10), 1244-1260. doi:10.1016/s0141-0296(99)00075-9 es_ES
dc.description.references Colangelo, F. (2011). A simple model to include fuzziness in the seismic fragility curve and relevant effect compared with randomness. Earthquake Engineering & Structural Dynamics, 41(5), 969-986. doi:10.1002/eqe.1169 es_ES
dc.description.references (46) Mainstone, R.J. (1970). On the stiffnesses and strengths of infilled frames. En Proceedings of the institution of civil engineering, IV:57-90. es_ES
dc.description.references (47) De Luca, F., Verderame, G.M., Manfredi, G. (2013). FAST vulnerability approach: a simple solution for damage assessment of RC infilled buildings. En Actas del Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics. Viena. es_ES
dc.description.references (48) De Luca F., Verderame, G.M., Gómez Martínez, F. (2013). Fast vulnerability approach: a simple solution for seismic reliability of RC infilled buildings. En Actas del XV Convegno della Associazione Nazionale Italiana di Ingegneria Sismica. Padua, Italia. es_ES
dc.description.references Benavent-Climent, A., Cahís, X., & Vico, J. M. (2009). Interior wide beam-column connections in existing RC frames subjected to lateral earthquake loading. Bulletin of Earthquake Engineering, 8(2), 401-420. doi:10.1007/s10518-009-9144-3 es_ES
dc.description.references (50) CEN. (2005). European Standard EN 1998-1:2005. Eurocode 8: design of structures for earthquake resistance-part 3: assessment and retrofitting of buildings. Comité Européen de Normalisation. Brussels. es_ES


Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem