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The structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake

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The structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake

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dc.contributor.author De Luca, Flavia es_ES
dc.contributor.author Verderame, Gerardo Mario es_ES
dc.contributor.author Gómez Martínez, Fernando es_ES
dc.contributor.author Pérez García, Agustín José es_ES
dc.date.accessioned 2016-04-20T16:45:18Z
dc.date.available 2016-04-20T16:45:18Z
dc.date.issued 2014-10
dc.identifier.issn 1570-761X
dc.identifier.uri http://hdl.handle.net/10251/62777
dc.description The final publication is available at Spriger via http://dx.doi.org/10.1007/s10518-013-9500-1 es_ES
dc.description.abstract On May 11, 2011 an earthquake of magnitude 5.1 (Mw) struck Murcia region causing nine casualties and damage to buildings and infrastructures. Even if the main characteristics of the event would classify it as a moderate earthquake, the maximum Peak Ground Acceleration (PGA) registered (equal to 0.37 g) exceeded significantly local code provisions in terms of hazard at the site. This high PGA was a result of directivity effects in the near source region. An overview of earthquake characteristics and damage observed is provided. Notwithstanding the lack of proper structural design characterizing building stock in the area, most of the losses were caused by non-structural damage. According to in field observations, it emerges that masonry infills provided additional, not designed , strength to reinforced concrete (RC) buildings. Observed damage data, collected after the earthquake, are shown and compared to the results of a simplified approach for nonstructural damage assessment of RC infilled structures (FAST vulnerability approach). The latter comparison provided a fair accordance between observed data and analytical results. es_ES
dc.description.sponsorship The work presented has been developed in cooperation with Rete dei Laboratori Universitari di Ingegneria Sismica-ReLUIS-Linea 1.1.2. for the research program funded by the Dipartimento della Protezione Civile (2010-2013). en_EN
dc.language Inglés es_ES
dc.publisher Springer es_ES
dc.relation.ispartof Bulletin of Earthquake Engineering es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Lorca earthquake es_ES
dc.subject Infills es_ES
dc.subject Damage states es_ES
dc.subject Nonstructural damage assessment es_ES
dc.subject FAST vulnerability approach es_ES
dc.subject.classification MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS es_ES
dc.title The structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1007/s10518-013-9500-1
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 De Luca, F.; Verderame, GM.; Gómez Martínez, F.; Pérez García, AJ. (2014). 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.accrualMethod S es_ES
dc.relation.publisherversion http://dx.doi.org/10.1007/s10518-013-9500-1 es_ES
dc.description.upvformatpinicio 1999 es_ES
dc.description.upvformatpfin 2026 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 12 es_ES
dc.description.issue 5 es_ES
dc.relation.senia 294091 es_ES
dc.identifier.eissn 1573-1456
dc.contributor.funder Dipartimento della Protezione Civile es_ES
dc.description.references Alarcón E, Astiz MA, Benito MB, Álvarez R, Maeso O, Bernal A, Hermanns L (2010) Informe final sobre [...] la propuesta del anexo nacional español a la norma europea en 1998 (Eurocódigo 8), Ref: CMM\_IGN\_0210. Centro de Modelado en Ingeniería Mecánica es_ES
dc.description.references American Society of Civil Engineers (ASCE) (2007) Seismic rehabilitation of existing buildings. ASCE/SEI 41–06, Reston, Virginia es_ES
dc.description.references ATC3-06 (1978) Tentative provisions for the development of seismic regulations for buildings. Report No. ATC3-06, Applied Technology Council, Palo Alto, CA es_ES
dc.description.references ATC-40 (1996) Seismic evaluation and retrofit of concrete buildings. Applied Technology Council (ATC), Redwood City, California es_ES
dc.description.references Baker JW (2007) Quantitative classification of near-fault ground motions using wavelet analysis. Bull Seismol Soc Am 97:1486–1501 es_ES
dc.description.references Benavent-Climent A (2007) Seismic behavior of RC wide beam-column connections under dynamic loading. J Earthq Eng 11:493–511 es_ES
dc.description.references Benavent-Climent A, Akiyama H, Lopez-Almansa F, Pujades LG (2004) Prediction of ultimate earthquake resistance of gravity-load designed RC buildings. Eng Struct 26:1103–1113 es_ES
dc.description.references Benavent-Climent A, Cahìs X, Catalàn A (2008) Seismic behavior of interior connections in existing waffle-flat-plate structures. Eng Struct 30:2510–2516 es_ES
dc.description.references Biskinis DE, Roupakias GK, Fardis MN (2004) Degradation of shear strength of reinforced concrete members with inelastic cyclic displacement. ACI Struct J 101:773–783 es_ES
dc.description.references Borzi B, Elnashai A (2000) Refined force reduction factor for seismic design. Eng Struct 22:1244–1260 es_ES
dc.description.references Borzi B, Pinho R, Crowley H (2008) Simplified pushover-based vulnerability analysis for large scale assessment of RC buildings. Eng Struct 30(3):804–820 es_ES
dc.description.references Cabañas L, Carreño E, Izquierdo A, Martínez JM, Capote R, Martínez J, Benito B, Gaspar J, Rivas A, García J, Pérez R, Rodríguez MA, Murphy P (2011) Informe del sismo de Lorca del 11 de mayo de 2011. IGN, UCM, UPM, IGME, AEIS. http://www.ign.es/ign/resources/sismologia/Lorca.pdf es_ES
dc.description.references Calconsa XXI (2011) Photographic report of the building “Menorca”, Avda. de las Fuerzas Armadas, 28–30-32, 30800 Lorca (Murcia), Spain. www.calconsa.com es_ES
dc.description.references CEN (2004) Eurocode 8: design of structures for earthquake resistance-part 1: general rules, seismic actions and rules for buildings. European Standard EN 1998–1:2003- Comité Européen de Normaliation, Brussels es_ES
dc.description.references CEN (2005) Eurocode 8: design of structures for earthquake resistance-part 3: assessment and retrofitting of buildings, European Standard EN 1998–1:2005- Comité Européen de Normaliation, Brussels es_ES
dc.description.references Chioccarelli E, De Luca F, Iervolino I (2009) Preliminary study on L’Aquila earthquake ground motion records, V5.20. http://www.reluis.it/ es_ES
dc.description.references Chopra AK (2007) Dynamics of the structures, 3rd edn. Prentice Hall, Upper Saddle River New Yersey es_ES
dc.description.references CS.LL.PP (2009) Istruzioni per l’applicazione delle norme tecniche delle costruzioni. Gazzetta Ufficiale della Repubblica Italiana, 47. (in Italian) es_ES
dc.description.references Colangelo F (2012) A simple model to include fuzziness in the seismic fragility curve and relevant effect compared with randomness. Earthq Eng Struct Dyn 41:969–986 es_ES
dc.description.references Cornell CA, Krawinkler H (2000) Progress and challenges in seismic performance assessment. PEER News, April es_ES
dc.description.references Crowley H, Pinho R (2010) Revisiting Eurocode 8 formulae for periods of vibration and their employment in linear seismic analysis. Earthq Eng Struct Dyn 39(2):223–235 es_ES
dc.description.references De Luca F (2012) Records, capacity curve fits and reinforced concrete damage states within a performance based earthquake engineering framework. Ph.D. Thesis. University of Naples Federico II, Naples, Italy. Available at http://wpage.unina.it/flavia.deluca/outreach.htm es_ES
dc.description.references De Luca F, Verderame GM (2013) A practice-oriented approach for the assessment of brittle failures in existing RC elements. Eng Struct 48:373–388 es_ES
dc.description.references De Luca F, Vamvatsikos D, Iervolino I (2013) Near-optimal piecewise linear fits of static pushover capacity curves for equivalent SDOF analysis. Earthq Eng Struct Dyn 42(4):523–543 es_ES
dc.description.references Dolce M, Cardone D, Ponzo FC, Valente C (2005) Shaking table tests on reinforced concrete frames without and with passive control systems. Earthq Eng Struct Dyn 34:1687–1717 es_ES
dc.description.references Dolšek M, Fajfar P (2001) Soft storey effects in uniformly infilled reinforced concrete frames. J Earthq Eng 5(1):1–12 es_ES
dc.description.references Dolšek M, Fajfar P (2004) Inelastic spectra for infilled reinforced concrete frames. Earthq Eng Struct Dyn 33:1395–1416 es_ES
dc.description.references Dolšek M, Fajfar P (2005) Simplified non-linear seismic analysis of infilled reinforced concrete frames. Earthq Eng Struct Dyn 34:49–66 es_ES
dc.description.references Dolšek M, Fajfar P (2008) The effect of masonry infills on the seismic response of a four storey reinforced concrete frame-a probabilistic assessment. Eng Struct 30(11):3186–3192 es_ES
dc.description.references EHE (1999) Instrucción de hormigón estructural. Comisión permanente del hormigón estructural, Ministerio de Fomento, Madrid es_ES
dc.description.references EHE-08 (2008) Instrucción de hormigón estructural. Comisión permanente del hormigón estructural, Ministerio de Fomento, Madrid es_ES
dc.description.references Enomoto T, Schmitz M, Abeki N, Masaki K, Navarro M, Rocavado V, Sanchez A (2000) Seismic risk assessment using soil dynamics in Caracas, Venezuela. In: Proceedings of the 12th World Conference on earthquake engineering, Auckland, New Zeland es_ES
dc.description.references Erdik M, Durukal E, Siyahi B, Fahjan Y, Sesetyan K, Demircioglu M, Akman H (2004) Earthquake risk mitigation in Istanbul, Chap 7. In: Mulargia F, Geller RJ (eds) Earthquake science and seismic risk reduction. Kluwer, Dordrecht es_ES
dc.description.references Fajfar P (1999) Capacity spectrum method based on inelastic demand spectra. Earthq Eng Struct Dyn 28:979–993 es_ES
dc.description.references Fardis MN (1997) Experimental and numerical investigations on the seismic response of RC infilled frames and recommendations for code provisions. Report ECOEST-PREC8 No 6. Prenormative research in support of Eurocode 8 es_ES
dc.description.references Fardis MN (2009) Seismic design, assessment and retrofitting of concrete buildings based on EN-Eurocode 8. Springer, Berlin es_ES
dc.description.references FEMA (1994) NEHRP recommended provisions for seismic regulations for new buildings. FEMA 273, Federal Emergency Management Agency, Washington, DC es_ES
dc.description.references Feriche M, Vidal F, Alguacil G, Navarro M, Aranda C, Vulnerabilidad y daño en el terremoto de Lorca de 2011 (2012) $$7^{\rm a}$$ 7 a Asamblea hispano-portuguesa de Geodesia y Geofísica. San Sebastián, 25–29 de junio de 2012 es_ES
dc.description.references Feriche M, y Equipo de Trabajo del IAGPDS (2011) Efectos del Terremoto de Lorca en las edificaciones. Available at http://www.ugr.es/~iag/lorca/Efecto_edificaciones.pdf . Last accessed 03–2013 es_ES
dc.description.references Galasso C, Cosenza E, Maddaloni G (2010) Statistical analysis of reinforcing steel properties for seismic design of RC structures. In: Proceedings of the 14th European Conference on earthquake engineering, Aug 30–Sept 3, Ohrid, Republic of Macedonia es_ES
dc.description.references Galasso C, Cosenza E, Maddaloni G (2013) Uncertainty analysis of flexural overstrength for new designed RC beams. ASCE J Struct Eng (under review) es_ES
dc.description.references Goretti A, Di Pasquale G (2006) Technical emergency management. In: Oliveira CS, Roca A, Goula X (eds) Assessing and managing earthquake risk, chapter 16. Springer, Berlin es_ES
dc.description.references Grunthal G (ed) (1998) European macroseismic scale 1998. Cahiers du Centre Europeen de Geodynamique et de Seismologie, 7, Luxembourg es_ES
dc.description.references Iervolino I, De Luca F, Cosenza E (2010) Spectral shape-based assessment of SDOF nonlinear response to real, adjusted and artificial accelerograms. Eng Struct 32:2776–2792 es_ES
dc.description.references IGN (2011) Seismic catalog: database. Service of seismic information es_ES
dc.description.references Kalkan E, Kunnath SK (2008) Relevance of absolute and relative energy content in seismic evaluation of structures. Adv Struct Eng 11:1–18 es_ES
dc.description.references Kircher CA, Nassar AA, Kutsu O, Holmes WT (1997) Development of building damage functions for earthquake loss estimation. Earthq Spectra 13(4):663–681 es_ES
dc.description.references Kobayashi H, Vidal F, Feriche D, Samano T, Alguacil G (1996) Evaluation of dynamic behavior of building structures with microtremors for seismic microzonation mapping. In: Proceedings of the 11th World Conference on earthquake engineering, Acapulco, Mexico Paper 1769 es_ES
dc.description.references Krawinkler H, Miranda E (2004) Performance-based earthquake engneering. In: Bozorgnia Y, Bertero VV (eds) Earthquake engineering: from engineering seismology to performance-based engineering, chapter 9. CRC Press, Boca Raton, FL es_ES
dc.description.references Lam N, Wilson J, Hutchinson G (2000) Response spectrum modelling for rock sites in low and moderate seismicity regions combining velocity, displacement and acceleration predictions. Earthq Eng Struct Dyn 29:1491–1525 es_ES
dc.description.references Mainstone RJ (1970) On the stiffnesses and strengths of infilled frames. In: Proceedings of the institution of civil engineering, Supplement IV, pp 57–90 es_ES
dc.description.references Manfredi G (2001) Evaluation of seismic energy demand. Earthq Eng Struct Dyn 30:485–499 es_ES
dc.description.references Manfredi G, Ricci P, Verderame GM (2012) Influence of infill panels and their distribution on seismic behavior of existing reinforced concrete buildings. Open Constr Build Technol J 6(Suppl 1–M1):236–253 es_ES
dc.description.references Manfredi G, Verderame GM, Prota A, Ricci P, De Luca F (2013) 2012 Emilia earthquake. Italy, Reinforced concrete buildings response. Bull Earthq Eng (accepted for publication) es_ES
dc.description.references Mezcua J, Rueda J, García RM (2011) A new probabilistic seismic hazard study of Spain. Nat Hazards 59:1087–1108 es_ES
dc.description.references MV 101 (1962) Acciones en la edificación, BOE 1963 N $$^{{\rm o}}$$ o 35, Madrid es_ES
dc.description.references Navarro M, Oliveira CS (2004) Evaluation of dynamic characteristics of reinforced concrete buildings in the City of Lisbon. 4th Assembly of the Portuguese-Spanish of Geodesy and Geophysics, Figueira da Foz, Portugal es_ES
dc.description.references Navarro M, Garcìa-Jerez A, Alcalà FJ, Vidal F, Aranda C, Enomoto T (2012) Analysis of site effects, building response and damage distribution observed due to the 2011 Lorca, Spain, earthquake. In: Proceedings of the 15th World Conference on earthquake engineering, Lisbon, Portugal es_ES
dc.description.references Navarro M, Sànchez FJ, Feriche M, Vidal F, Enomoto T, Iwatate T, Matsuda I, Maeda T (2002) Statistical estimation for dynamic characteristics of existing buildings in Granada, Spain, using microtremors. Structural Dynamics, Eurodyn 2002, I, 807–812, Balkema es_ES
dc.description.references NCSE-02 (2002) Norma de construcción sismorresistente, BOE 2002 N $$^{{\rm o}}$$ o 244, Madrid es_ES
dc.description.references NCSR-94 (1994) Norma de construcción sismorresistente, BOE 1995 N $$^{{\rm o}}$$ o 33, Madrid es_ES
dc.description.references NIBS, National Institute of Building Science (1997, 1999 and 2002) Earthquake loss estimation methodology. HAZUS. Technical manuals. Federal Emergency Management Agency (FEMA), Washington, vol 1, 2, 3. ( http://www.fema.gov/hazus/ ) es_ES
dc.description.references Oliveira CS (2004) Actualização das bases-de-dados sobre frequências próprias de estruturas de edifícios, pontes, viadutos e passagens de peões a partir de medições expeditas in-situ. 5th Portuguese Conference on Earthquake Engineering, University of Minho, Guimarães (in Portuguese) es_ES
dc.description.references Oliveira CS, Navarro M (2010) Fundamental periods of vibration of RC buildings in Portugal from in-situ experimental and numerical techniques. Bull Earthq Eng 8(3):609–642 es_ES
dc.description.references PDS-1 Parte A (1974) Norma sismorresistente, BOE 1974 N $$^{{\rm o}}$$ o 279, Madrid es_ES
dc.description.references PGS-1 Parte A (1968) Norma sismorresistente, BOE 1968 N $$^{{\rm o}}$$ o 30, Madrid es_ES
dc.description.references Regalado F, Lloret V (2011) Análisis y reflexiones sobre los terremotos del 11 de mayo del 2011 acontecidos en Lorca (sugerencias para el futuro), FR &A es_ES
dc.description.references Ricci P, De Luca F, Verderame GM (2011a) 6th April 2009 L’Aquila earthquake, Italy—reinforced concrete building performance. Bull Earthq Eng 9(1):285–305 es_ES
dc.description.references Ricci P, Verderame GM, Manfredi G, Pollino M, Borfecchia F, De Cecco L, Martini S, Pascale C, Ristoratore E, James V (2011b) Seismic vulnerability assessment using field survey and remote sensing techniques. In: Murgante B, Gervasi O, Iglesias A, Taniar D, Apduhan BO (eds) Computational science and its applications—ICCSA 2011. Springer, Berlin es_ES
dc.description.references Ricci P, Verderame GM, Manfredi G (2011c) Analytical investigation of elastic period of infilled RC MRF buildings. Eng Struct 33(2):308–319 es_ES
dc.description.references Rossetto T, Peiris N (2009) Observations of damage due to the Kashmir earthquake of October 8, 2005 and study of current seismic provisions for buildings in Pakistan. Bull Earthq Eng 7(3):681–699 es_ES
dc.description.references Sezen H, Moehle JP (2004) Shear strength model for lightly reinforced concrete columns. ASCE J Struct Eng 130(11):1692–1703 es_ES
dc.description.references Uang C, Bertero VV (1990) Evaluation of seismic energy in structures. Earthq Eng Struct Dyn 19:77–90 es_ES
dc.description.references Verderame GM, De Luca F, De Risi MT, Del Gaudio C, Ricci P (2012) A three level vulnerability approach for the damage assessment of infilled RC buildings: the Emilia 2012 case, V1.0. Available at http://www.reluis.it/ es_ES
dc.description.references Verderame GM, Ricci P, De Luca F, Del Gaudio C, De Risi MT (2013) Damage scenarios for RC buildings during the 2012 Emilia (Italy) earthquake. Soil Dyn Earthq Eng (under review) es_ES
dc.description.references Verderame GM, De Luca F, Ricci P, Manfredi G (2011) Preliminary analysis of a soft-storey mechanism after the 2009 L’Aquila earthquake. Earthq Eng Struct Dyn 40(8):925–944 es_ES
dc.description.references Vidal F, Alguacil G, Feriche M, Aranda C, Morales J, Stich D, Pérez Muelas J, Benito J, López JM (2011) El terremoto de Lorca: Mayo 2011. Causas del impacto y primeras medidas. Análisis preliminar. Informe IAGPDS, Universidad de Granada. http://www.ugr.es/~iag/lorca/Impacto_Lorca.pdf es_ES
dc.description.references Vidic T, Fajfar P, Fischinger M (1994) Consistent inelastic design spectra: strength and displacement. Earthq Eng Struct Dyn 23:502–521 es_ES
dc.description.references Vielma JC, Barbat AH, Oller S (2010) Seismic safety of low ductility structures used in Spain. Bull Earthq Eng 8:135–155 es_ES
dc.description.references VV.AA (2006) Riesgo Sísmico de la Comunidad Autónoma de la Región de Murcia (RISMUR). 6 Vols. Instituto Geográfico Nacional y Dirección General de Protección Civil CARM es_ES


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