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

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

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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

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/56122

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Título: Comportamiento de los edificios de HA con tabiquería durante el sismo de Lorca de 2011: aplicación del método FAST
Otro titulo: Infilled RC buildings performances during the 2011 Lorca, Spain, earthquake: application of FAST approach
Autor: Gómez-Martínez, Fernando Pérez-García, Agustín De Luca, Flavia Verderame, Gerardo Mario
Entidad UPV: 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
Fecha difusión:
Resumen:
[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 ...[+]


[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 ...[+]
Palabras clave: Lorca earthquake , Vulnerability , Infills , Damage states , Brittle failure , Seismic code NCSE-02 , FAST , Terremoto de Lorca , Vulnerabilidad , Tabiquería , Nivel de daño , Rotura frágil , NCSE-02.
Derechos de uso: Reconocimiento - No comercial (by-nc)
Fuente:
Informes de la Construcción. (issn: 0020-0883 ) (eissn: 1988-3234 )
DOI: 10.3989/ic.12.110
Editorial:
Consejo Superior de Investigaciones Científicas (CSIC)
Versión del editor: http://dx.doi.org/10.3989/ic.12.110
Tipo: Artículo

References

(4) De Miguel, J.L. (2011). Lorca. Madrid: Departamento de Estructuras - ETSAM.

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

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 [+]
(4) De Miguel, J.L. (2011). Lorca. Madrid: Departamento de Estructuras - ETSAM.

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

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

(8) Ricci, P. (2010). Seismic vulnerability of existing RC buildings (Tesis). Nápoles, Italia: Università degli Studi di Napoli Federico II.

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

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

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

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

(14) Grunthal, G. (Ed.). (1998). Cahiers du Centre Europeen de Geodynamique et de Seismologie,Vol. 7, 99 pp. Luxembourg: European Macroseismic Scale 1998.

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

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

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

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

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

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

Manfredi, G. (2001). Evaluation of seismic energy demand. Earthquake Engineering & Structural Dynamics, 30(4), 485-499. doi:10.1002/eqe.17

(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.

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

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

(34) Astiz, M.A., Marí, A., Perepérez, B. (2005). Conceptos específicos del proyecto de estructuras en zonas sísmicas. Hormigón y acero, 237.

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

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

(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.

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

(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.

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

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

(46) Mainstone, R.J. (1970). On the stiffnesses and strengths of infilled frames. En Proceedings of the institution of civil engineering, IV:57-90.

(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.

(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.

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

(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.

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