메뉴 건너뛰기




Volumn 14, Issue 10, 2016, Pages 2643-2678

Observed and predicted earthquake damage scenarios: the case study of Pettino (L’Aquila) after the 6th April 2009 event

Author keywords

Damage states; Infills; Mechanical; Post earthquake; RC buildings; Seismic fragility

Indexed keywords

CONCRETE BUILDINGS; DAMAGE DETECTION; GEOPHYSICS; REINFORCED CONCRETE; SEISMOLOGY;

EID: 84965028146     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-016-9919-2     Document Type: Article
Times cited : (38)

References (75)
  • 2
    • 53349128758 scopus 로고    scopus 로고
    • Structural characteristics of Turkish RC building stock in Northern Marmara region for loss assessment applications. ROSE Research Report No
    • IUSS Press, Pavia
    • Bal IE, Crowley H, Pinho R, Gulay FG (2007) Structural characteristics of Turkish RC building stock in Northern Marmara region for loss assessment applications. ROSE Research Report No. 2007/03. IUSS Press, Pavia
    • (2007) 2007/03
    • Bal, I.E.1    Crowley, H.2    Pinho, R.3    Gulay, F.G.4
  • 4
    • 29644431978 scopus 로고    scopus 로고
    • Performance models for flexural damage in reinforced concrete columns. PEER Report 2003/18
    • University of, California, Berkeley
    • Berry M, Eberhard MO (2003) Performance models for flexural damage in reinforced concrete columns. PEER Report 2003/18, Pacific Engineering Research Center. University of California, Berkeley
    • (2003) Pacific Engineering Research Center
    • Berry, M.1    Eberhard, M.O.2
  • 5
    • 27344447528 scopus 로고    scopus 로고
    • Comparing loss estimation with observed damage in a zone of ground failure: a study of the 1999 Kocaeli earthquake in Turkey
    • Bird JF, Bommer JJ, Bray JD, Sancio R, Spence RJS (2004) Comparing loss estimation with observed damage in a zone of ground failure: a study of the 1999 Kocaeli earthquake in Turkey. Bull Earthq Eng 2(3):329–360
    • (2004) Bull Earthq Eng , vol.2 , Issue.3 , pp. 329-360
    • Bird, J.F.1    Bommer, J.J.2    Bray, J.D.3    Sancio, R.4    Spence, R.J.S.5
  • 6
    • 78049242506 scopus 로고    scopus 로고
    • Deformations at flexural yielding of members with continuous or lap-spliced bars
    • Biskinis D, Fardis MN (2010) Deformations at flexural yielding of members with continuous or lap-spliced bars. Structural Concrete 11(3):128–138
    • (2010) Structural Concrete , vol.11 , Issue.3 , pp. 128-138
    • Biskinis, D.1    Fardis, M.N.2
  • 7
    • 38849187109 scopus 로고    scopus 로고
    • Simplified pushover-based vulnerability analysis for large scale assessment of RC buildings
    • Borzi B, Pinho R, Crowley H (2008a) Simplified pushover-based vulnerability analysis for large scale assessment of RC buildings. Eng Struct 30(3):804–820
    • (2008) Eng Struct , vol.30 , Issue.3 , pp. 804-820
    • Borzi, B.1    Pinho, R.2    Crowley, H.3
  • 8
    • 84879965524 scopus 로고    scopus 로고
    • Pinho R (2008b) The influence of infill panels on vulnerability curves for RC buildings
    • Beijing, China: October
    • Borzi B, Crowley H, Pinho R (2008b) The influence of infill panels on vulnerability curves for RC buildings. In: Proceedings of the 14th world conference on earthquake engineering, Beijing, China, October 12–17
    • Proceedings of the 14th world conference on earthquake engineering , pp. 12-17
    • Borzi, B.1    Crowley, H.2
  • 9
    • 78751567977 scopus 로고    scopus 로고
    • Performance of non-structural elements in RC buildings during the L’Aquila, 2009 earthquake
    • Braga F, Manfredi V, Masi A, Salvatori A, Vona M (2011) Performance of non-structural elements in RC buildings during the L’Aquila, 2009 earthquake. Bull Earthq Eng 9(1):307–324
    • (2011) Bull Earthq Eng , vol.9 , Issue.1 , pp. 307-324
    • Braga, F.1    Manfredi, V.2    Masi, A.3    Salvatori, A.4    Vona, M.5
  • 10
    • 84888065910 scopus 로고    scopus 로고
    • Damage and performance evaluation of masonry churches in the 2009 L’Aquila earthquake
    • Brandonisio G, Lucibello G, Mele E, De Luca A (2013) Damage and performance evaluation of masonry churches in the 2009 L’Aquila earthquake. Eng Fail Anal 34:693–714
    • (2013) Eng Fail Anal , vol.34 , pp. 693-714
    • Brandonisio, G.1    Lucibello, G.2    Mele, E.3    De Luca, A.4
  • 11
    • 0033241831 scopus 로고    scopus 로고
    • A displacement-based approach for vulnerability evaluation of classes of buildings
    • Calvi GM (1999) A displacement-based approach for vulnerability evaluation of classes of buildings. J Earthq Eng 3(3):411–438
    • (1999) J Earthq Eng , vol.3 , Issue.3 , pp. 411-438
    • Calvi, G.M.1
  • 12
    • 33947660861 scopus 로고    scopus 로고
    • The development of seismic vulnerability assessment methodologies for variable geographical scales over the past 30 years
    • Calvi GM, Pinho R, Magenes G, Bommer JJ, Restrepo-Veléz LF, Crowley H (2006) The development of seismic vulnerability assessment methodologies for variable geographical scales over the past 30 years. ISET J Earthq Technol 43(3):75–104
    • (2006) ISET J Earthq Technol , vol.43 , Issue.3 , pp. 75-104
    • Calvi, G.M.1    Pinho, R.2    Magenes, G.3    Bommer, J.J.4    Restrepo-Veléz, L.F.5    Crowley, H.6
  • 15
    • 85013961115 scopus 로고    scopus 로고
    • n. 617 del 2/2/2009. Istruzioni per l’applicazione delle “Nuove norme tecniche per le costruzioni” di cui al DM 14 gennaio 2008 (in Italian)
    • Circolare del Ministero dei Lavori Pubblici. n. 617 del 2/2/2009. Istruzioni per l’applicazione delle “Nuove norme tecniche per le costruzioni” di cui al DM 14 gennaio 2008 (in Italian)
  • 16
    • 84888133316 scopus 로고    scopus 로고
    • Drift-sensitive non-structural damage to masonry-infilled reinforced concrete frames designed to Eurocode 8
    • Colangelo F (2013) Drift-sensitive non-structural damage to masonry-infilled reinforced concrete frames designed to Eurocode 8. Bull Earthq Eng 11(6):2151–2176
    • (2013) Bull Earthq Eng , vol.11 , Issue.6 , pp. 2151-2176
    • Colangelo, F.1
  • 17
    • 11144270998 scopus 로고    scopus 로고
    • A multi-level approach to the capacity assessment of existing RC buildings
    • Cosenza E, Manfredi G, Polese M, Verderame GM (2005) A multi-level approach to the capacity assessment of existing RC buildings. J Earthq Eng 9(1):1–22
    • (2005) J Earthq Eng , vol.9 , Issue.1 , pp. 1-22
    • Cosenza, E.1    Manfredi, G.2    Polese, M.3    Verderame, G.M.4
  • 18
    • 77952818825 scopus 로고    scopus 로고
    • Revisiting Eurocode 8 formulae for periods of vibration and their employment in linear seismic analysis
    • 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
    • (2010) Earthq Eng Struct Dyn , vol.39 , Issue.2 , pp. 223-235
    • Crowley, H.1    Pinho, R.2
  • 19
    • 4944239677 scopus 로고    scopus 로고
    • A probabilistic displacement-based vulnerability assessment procedure for earthquake loss estimation
    • Crowley H, Pinho R, Bommer JJ (2004) A probabilistic displacement-based vulnerability assessment procedure for earthquake loss estimation. Bull Earthq Eng 2(2):173–219
    • (2004) Bull Earthq Eng , vol.2 , Issue.2 , pp. 173-219
    • Crowley, H.1    Pinho, R.2    Bommer, J.J.3
  • 20
    • 33947678568 scopus 로고    scopus 로고
    • Development of a displacement-based method for earthquake loss assessment. ROSE Research Report No
    • IUSS Press, Pavia
    • Crowley H, Pinho R, Bommer JJ, Bird JF (2006) Development of a displacement-based method for earthquake loss assessment. ROSE Research Report No. 2006/01, IUSS Press, Pavia
    • (2006) 2006/01
    • Crowley, H.1    Pinho, R.2    Bommer, J.J.3    Bird, J.F.4
  • 21
    • 27844482950 scopus 로고    scopus 로고
    • Force and displacement based vulnerability assessment for traditional buildings
    • D’Ayala D (2005) Force and displacement based vulnerability assessment for traditional buildings. Bull Earthq Eng 3(3):235–265
    • (2005) Bull Earthq Eng , vol.3 , Issue.3 , pp. 235-265
    • D’Ayala, D.1
  • 22
    • 78751591323 scopus 로고    scopus 로고
    • Assessment and analysis of damage in L’Aquila historic city centre after 6th April 2009
    • D’Ayala D, Paganoni S (2011) Assessment and analysis of damage in L’Aquila historic city centre after 6th April 2009. Bull Earthq Eng 9(1):81–104
    • (2011) Bull Earthq Eng , vol.9 , Issue.1 , pp. 81-104
    • D’Ayala, D.1    Paganoni, S.2
  • 23
    • 0142188729 scopus 로고    scopus 로고
    • Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings
    • D’Ayala D, Speranza E (2003) Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings. Earthquake Spectra 19(3):479–509
    • (2003) Earthquake Spectra , vol.19 , Issue.3 , pp. 479-509
    • D’Ayala, D.1    Speranza, E.2
  • 24
    • 85007026156 scopus 로고    scopus 로고
    • Guidelines for analytical vulnerability assessment of low/mid-rise Buildings—Methodology. Vulnerability Global Component project
    • D’Ayala D, Meslem A, Vamvastikos D, Porter K, Rossetto T, Crowley H, Silva V (2014) Guidelines for analytical vulnerability assessment of low/mid-rise Buildings—Methodology. Vulnerability Global Component project. Available from: www.nexus.globalquakemodel.org/gem-vulnerability/posts/
    • (2014) Available from:
    • D’Ayala, D.1    Meslem, A.2    Vamvastikos, D.3    Porter, K.4    Rossetto, T.5    Crowley, H.6    Silva, V.7
  • 26
    • 84924851616 scopus 로고    scopus 로고
    • Analytical versus observational fragilities: the case of Pettino (L’Aquila) damage data database
    • De Luca F, Verderame GM, Manfredi G (2015) Analytical versus observational fragilities: the case of Pettino (L’Aquila) damage data database. Bull Earthq Eng 13(4):1161–1181
    • (2015) Bull Earthq Eng , vol.13 , Issue.4 , pp. 1161-1181
    • De Luca, F.1    Verderame, G.M.2    Manfredi, G.3
  • 27
    • 85013931284 scopus 로고    scopus 로고
    • del 14/1/2008. Approvazione delle nuove norme tecniche per le costruzioni. G.U. n. 29 del 4/2/2008 (in Italian)
    • Decreto Ministeriale del 14/1/2008. Approvazione delle nuove norme tecniche per le costruzioni. G.U. n. 29 del 4/2/2008 (in Italian)
  • 28
    • 85013876692 scopus 로고    scopus 로고
    • n. 40 del 3/3/1975. Approvazione delle norme tecniche per le costruzioni in zone sismiche. G.U. n. 93 dell’8/4/1975 (in Italian)
    • Decreto Ministeriale n. 40 del 3/3/1975. Approvazione delle norme tecniche per le costruzioni in zone sismiche. G.U. n. 93 dell’8/4/1975 (in Italian)
  • 29
    • 84924531850 scopus 로고    scopus 로고
    • Development and urban-scale application of a simplified method for seismic fragility assessment of RC buildings
    • Del Gaudio C, Ricci P, Verderame GM, Manfredi G (2015) Development and urban-scale application of a simplified method for seismic fragility assessment of RC buildings. Eng Struct 91:40–57
    • (2015) Eng Struct , vol.91 , pp. 40-57
    • Del Gaudio, C.1    Ricci, P.2    Verderame, G.M.3    Manfredi, G.4
  • 30
    • 84937524658 scopus 로고    scopus 로고
    • Building damage assessment after the 2009 Abruzzi earthquake
    • Dolce M, Goretti A (2015) Building damage assessment after the 2009 Abruzzi earthquake. Bull Earthq Eng 13(8):2241–2264
    • (2015) Bull Earthq Eng , vol.13 , Issue.8 , pp. 2241-2264
    • Dolce, M.1    Goretti, A.2
  • 31
    • 85013914651 scopus 로고    scopus 로고
    • Umbria-Marche earthquake
    • Seismic damage to masonry buildings, Balkema, Rotterdam
    • Dolce M, Masi A, Goretti A (1999) Damage to buildings due to 1997 Umbria-Marche earthquake. In: Bernardini (ed) Seismic damage to masonry buildings. Balkema, Rotterdam
    • (1997) Bernardini
    • Dolce, M.1    Masi, A.2    Goretti, A.3
  • 33
    • 85013903631 scopus 로고    scopus 로고
    • HAZUS99 Technical Manual
    • Federal Emergency Management Agency, Washington
    • FEMA (2001) HAZUS99 Technical Manual. Service Release 2. Federal Emergency Management Agency, Washington
    • (2001) Service Release 2
  • 35
    • 0037662170 scopus 로고    scopus 로고
    • Development of a simplified deformation-based method for seismic vulnerability assessment
    • Glaister S, Pinho R (2003) Development of a simplified deformation-based method for seismic vulnerability assessment. J Earthq Eng 7(SI1):107–140
    • (2003) J Earthq Eng , vol.7 , Issue.SI1 , pp. 107-140
    • Glaister, S.1    Pinho, R.2
  • 36
    • 85013972411 scopus 로고    scopus 로고
    • European Center for Geodynamics and Seismology, Luxembourg
    • Grünthal G (1998) Cahiers du Centre Européen de Géodynamique et de Séismologie: Volume 15—European Macroseismic Scale 1998. European Center for Geodynamics and Seismology, Luxembourg
    • (1998) Volume 15—European Macroseismic Scale
  • 37
    • 85054873039 scopus 로고    scopus 로고
    • Microzonazione sismica per la ricostruzione dell’area aquilana. Regione Abruzzo—Dipartimento della Protezione Civile, L’Aquila, 3 vol
    • Gruppo di Lavoro MS–AQ (2010) Microzonazione sismica per la ricostruzione dell’area aquilana. Regione Abruzzo—Dipartimento della Protezione Civile, L’Aquila, 3 vol. e Cd-rom. (in Italian)
    • (2010) e Cd-rom
  • 38
    • 85014930653 scopus 로고    scopus 로고
    • Earthquakes, an epidemiological perspective on patterns and trends. In: Spence R, So E, Scawthorn C (eds) Human Casualties in Earthquakes. Advances in Natural and Technological Hazards Research. Springer Science Business Media B.V. 2011
    • Guha-Sapir D, Vos F (2011) Earthquakes, an epidemiological perspective on patterns and trends. In: Spence R, So E, Scawthorn C (eds) Human Casualties in Earthquakes. Advances in Natural and Technological Hazards Research. Springer Science Business Media B.V. 2011. doi:10.1007/978-90-481-9455-1_2
    • (2011) doi:10.1007/978-90-481-9455-1_2
    • Guha-Sapir, D.1    Vos, F.2
  • 39
    • 77955206548 scopus 로고    scopus 로고
    • Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings. PEER Report 2007/03
    • University of, California, Berkeley, CA
    • Haselton CB, Liel AB, Taylor-Lange S, Deierlein GG (2008) Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings. PEER Report 2007/03, Pacific Engineering Research Center, University of California, Berkeley, CA
    • (2008) Pacific Engineering Research Center
    • Haselton, C.B.1    Liel, A.B.2    Taylor-Lange, S.3    Deierlein, G.G.4
  • 41
    • 84871295429 scopus 로고    scopus 로고
    • Seismic damage assessment of unreinforced masonry structures after the Abruzzo 2009 earthquake: the case study of the historical centers of L’Aquila and Castelvecchio Subequo
    • Indirli M, Kouris LAS, Formisano A, Borg RP, Mazzolani FM (2013) Seismic damage assessment of unreinforced masonry structures after the Abruzzo 2009 earthquake: the case study of the historical centers of L’Aquila and Castelvecchio Subequo. Int J Architectural Heritage 7(5):536–578
    • (2013) Int J Architectural Heritage , vol.7 , Issue.5 , pp. 536-578
    • Indirli, M.1    Kouris, L.A.S.2    Formisano, A.3    Borg, R.P.4    Mazzolani, F.M.5
  • 42
    • 68349089078 scopus 로고    scopus 로고
    • Experimental investigation of infilled reinforced concrete frames with openings
    • Kakaletsis DJ, Karayannis CG (2009) Experimental investigation of infilled reinforced concrete frames with openings. ACI Structural Journal 106(2):132–141
    • (2009) ACI Structural Journal , vol.106 , Issue.2 , pp. 132-141
    • Kakaletsis, D.J.1    Karayannis, C.G.2
  • 43
    • 0031272588 scopus 로고    scopus 로고
    • Development of building damage functions for earthquake loss estimation
    • Kircher CA, Nassar AA, Kustu O, Holmes WT (1997a) Development of building damage functions for earthquake loss estimation. Earthquake Spectra 13(4):663–682
    • (1997) Earthquake Spectra , vol.13 , Issue.4 , pp. 663-682
    • Kircher, C.A.1    Nassar, A.A.2    Kustu, O.3    Holmes, W.T.4
  • 45
    • 84855911955 scopus 로고    scopus 로고
    • Damage assessment of churches after L’Aquila earthquake (2009)
    • Lagomarsino S (2012) Damage assessment of churches after L’Aquila earthquake (2009). Bull Earthq Eng 10(1):73–92
    • (2012) Bull Earthq Eng , vol.10 , Issue.1 , pp. 73-92
    • Lagomarsino, S.1
  • 46
    • 33751535848 scopus 로고    scopus 로고
    • Macroseismic and mechanical models for the vulnerability assessment of current buildings
    • Lagomarsino S, Giovinazzi S (2006) Macroseismic and mechanical models for the vulnerability assessment of current buildings. Bull Earthq Eng 4(4):415–443
    • (2006) Bull Earthq Eng , vol.4 , Issue.4 , pp. 415-443
    • Lagomarsino, S.1    Giovinazzi, S.2
  • 47
    • 85013877326 scopus 로고    scopus 로고
    • n. 1684 del 25/11/1962. Provvedimenti per l’edilizia, con particolari prescrizioni per le zone sismiche. G.U. n. 326 del 22/12/1962 (in Italian)
    • Legge n. 1684 del 25/11/1962. Provvedimenti per l’edilizia, con particolari prescrizioni per le zone sismiche. G.U. n. 326 del 22/12/1962 (in Italian)
  • 48
    • 85013865938 scopus 로고    scopus 로고
    • n. 3274 del 20/3/2003. Primi elementi in materia di criteri generali per la classificazione sismica del territorio nazionale e di normative tecniche per le costruzioni in zona sismica. G.U. n. 105 dell’8/5/2003 (in Italian)
    • Ordinanza del Presidente del Consiglio dei Ministri n. 3274 del 20/3/2003. Primi elementi in materia di criteri generali per la classificazione sismica del territorio nazionale e di normative tecniche per le costruzioni in zona sismica. G.U. n. 105 dell’8/5/2003 (in Italian)
  • 50
    • 85013982345 scopus 로고    scopus 로고
    • Nuovo testo delle norme tecniche di edilizia con speciali prescrizioni per le località colpite dai terremoti. G.U. n. 120 del 22/5/1935 (in Italian)
    • Regio Decreto Legge n. 640 del 25/3/1935. Nuovo testo delle norme tecniche di edilizia con speciali prescrizioni per le località colpite dai terremoti. G.U. n. 120 del 22/5/1935 (in Italian)
  • 51
    • 84858039695 scopus 로고    scopus 로고
    • Vulnerability of reinforced-concrete-frame buildings and their occupants in the 2009 L’Aquila, Italy, earthquake
    • Liel A, Lynch K (2012) Vulnerability of reinforced-concrete-frame buildings and their occupants in the 2009 L’Aquila, Italy, earthquake. ASCE Natural Hazards Review 13(1):11–23
    • (2012) ASCE Natural Hazards Review , vol.13 , Issue.1 , pp. 11-23
    • Liel, A.1    Lynch, K.2
  • 52
    • 33645795447 scopus 로고    scopus 로고
    • Smooth spectra of horizontal and vertical ground motions
    • Malhotra K (2006) Smooth spectra of horizontal and vertical ground motions. Bull Seismol Soc Am 96(2):506–518
    • (2006) Bull Seismol Soc Am , vol.96 , Issue.2 , pp. 506-518
    • Malhotra, K.1
  • 54
    • 0018468345 scopus 로고
    • A comparison of three methods for selecting values of in-put variables in the analysis of output from a computer code
    • McKay MD, Conover WJ, Beckman RJ (1979) A comparison of three methods for selecting values of in-put variables in the analysis of output from a computer code. Technometrics 21(2):239–245
    • (1979) Technometrics , vol.21 , Issue.2 , pp. 239-245
    • McKay, M.D.1    Conover, W.J.2    Beckman, R.J.3
  • 57
    • 85013913612 scopus 로고    scopus 로고
    • A simplified approach to displacement-based earthquake loss estimation analysis. In: Proceedings of the 12th european conference on earthquake engineering, London, UK, September 9–13. Paper No
    • Pinho R, Bomber JJ, Glaister S (2002) A simplified approach to displacement-based earthquake loss estimation analysis. In: Proceedings of the 12th european conference on earthquake engineering, London, UK, September 9–13. Paper No. 738
    • (2002) 738
    • Pinho, R.1    Bomber, J.J.2    Glaister, S.3
  • 58
    • 84924851821 scopus 로고    scopus 로고
    • La valutazione della vulnerabilità sismica: il caso di Pettino (AQ). MSc Thesis, University of Naples Federico II. Advisors: Manfredi G
    • Martinelli A., Verderame G.M
    • Polidoro B (2010) La valutazione della vulnerabilità sismica: il caso di Pettino (AQ). MSc Thesis, University of Naples Federico II. Advisors: Manfredi G., Iervolino I., Martinelli A., Verderame G.M. http://wpage.unina.it/iuniervo (in Italian)
    • (2010) Iervolino I.
    • Polidoro, B.1
  • 59
    • 34250734450 scopus 로고    scopus 로고
    • Creating fragility functions for performance-based earthquake engineering
    • Porter K, Kennedy R, Bachman R (2007) Creating fragility functions for performance-based earthquake engineering. Earthquake Spectra 23(2):471–489
    • (2007) Earthquake Spectra , vol.23 , Issue.2 , pp. 471-489
    • Porter, K.1    Kennedy, R.2    Bachman, R.3
  • 60
    • 21744439092 scopus 로고    scopus 로고
    • Displacement-based seismic assessment of reinforced concrete buildings
    • Priestley MJN (1997) Displacement-based seismic assessment of reinforced concrete buildings. J Earthq Eng 1(1):157–192
    • (1997) J Earthq Eng , vol.1 , Issue.1 , pp. 157-192
    • Priestley, M.J.N.1
  • 61
    • 79960332945 scopus 로고    scopus 로고
    • Seismic vulnerability of existing RC buildings. Ph.D. thesis
    • Naples, Italy
    • Ricci P (2010) Seismic vulnerability of existing RC buildings. Ph.D. thesis, University of Naples Federico II, Naples, Italy
    • (2010) University of Naples Federico II
    • Ricci, P.1
  • 62
    • 78751575529 scopus 로고    scopus 로고
    • 6th April 2009 L’Aquila earthquake, Italy: reinforced concrete building performance
    • Ricci P, De Luca F, Verderame GM (2011) 6th April 2009 L’Aquila earthquake, Italy: reinforced concrete building performance. Bull Earthq Eng 9(1):285–305
    • (2011) Bull Earthq Eng , vol.9 , Issue.1 , pp. 285-305
    • Ricci, P.1    De Luca, F.2    Verderame, G.M.3
  • 63
    • 0038603088 scopus 로고    scopus 로고
    • Derivation of vulnerability functions for European-type RC structures based on observational data
    • Rossetto T, Elnashai A (2003) Derivation of vulnerability functions for European-type RC structures based on observational data. Eng Struct 25(10):1241–1263
    • (2003) Eng Struct , vol.25 , Issue.10 , pp. 1241-1263
    • Rossetto, T.1    Elnashai, A.2
  • 64
    • 84892419694 scopus 로고    scopus 로고
    • Existing empirical vulnerability and fragility functions: compendium and guide for selection. GEM Technical Report 2013-X, GEM Foundation, Pavia, Italy
    • Rossetto T, Ioannou I, Grant DN (2013) Existing empirical vulnerability and fragility functions: compendium and guide for selection. GEM Technical Report 2013-X, GEM Foundation, Pavia, Italy. Available from: www.nexus.globalquakemodel.org/gem-vulnerability/posts/
    • (2013) Available from:
    • Rossetto, T.1    Ioannou, I.2    Grant, D.N.3
  • 65
    • 84905385086 scopus 로고    scopus 로고
    • Guidelines for empirical vulnerability assessment. GEM Technical Report 2014-X, GEM Foundation, Pavia, Italy
    • Rossetto T, Ioannou I, Grant DN, Maqsood T (2014) Guidelines for empirical vulnerability assessment. GEM Technical Report 2014-X, GEM Foundation, Pavia, Italy. Available from: www.nexus.globalquakemodel.org/gem-vulnerability/posts/
    • (2014) Available from:
    • Rossetto, T.1    Ioannou, I.2    Grant, D.N.3    Maqsood, T.4
  • 66
    • 46149117786 scopus 로고    scopus 로고
    • Processing Italian damage data to derive typological fragility curves
    • Rota M, Penna A, Strobbia CL (2008) Processing Italian damage data to derive typological fragility curves. Soil Dynamics and Earthquake Engineering 28(10):933–947
    • (2008) Soil Dynamics and Earthquake Engineering , vol.28 , Issue.10 , pp. 933-947
    • Rota, M.1    Penna, A.2    Strobbia, C.L.3
  • 67
    • 85013881824 scopus 로고    scopus 로고
    • Scenari di danno empirici e analitici a confronto con recenti terremoti italiani. Atti del 32° Convegno Nazionale GNGTS (Gruppo Nazionale di Geofisica della Terra Solida), November 19–21, Trieste
    • Sabetta F, Speranza E, Borzi B, Faravelli M (2013) Scenari di danno empirici e analitici a confronto con recenti terremoti italiani. Atti del 32° Convegno Nazionale GNGTS (Gruppo Nazionale di Geofisica della Terra Solida), November 19–21, Trieste, Italy. Volume 2, pp 136–141. (in Italian)
    • (2013) Italy , vol.2 , pp. 136-141
    • Sabetta, F.1    Speranza, E.2    Borzi, B.3    Faravelli, M.4
  • 69
    • 84861801548 scopus 로고    scopus 로고
    • Precast concrete structures: the lessons learned from the L’Aquila earthquake
    • Toniolo G, Colombo A (2012) Precast concrete structures: the lessons learned from the L’Aquila earthquake. Structural Concrete 13(2):73–83
    • (2012) Structural Concrete , vol.13 , Issue.2 , pp. 73-83
    • Toniolo, G.1    Colombo, A.2
  • 70
    • 33745895329 scopus 로고    scopus 로고
    • Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA
    • Vamvatsikos D, Cornell CA (2006) Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA. Earthquake Eng Struct Dynam 35(9):1097–1117
    • (2006) Earthquake Eng Struct Dynam , vol.35 , Issue.9 , pp. 1097-1117
    • Vamvatsikos, D.1    Cornell, C.A.2
  • 71
    • 79953721540 scopus 로고    scopus 로고
    • Le proprietà meccaniche dei calcestruzzi impiegati nelle strutture in cemento armato realizzate negli anni ‘60. Atti del X congresso nazionale ANIDIS ‘‘L’ingegneria Sismica in Italia”, Potenza-Matera, Italy
    • Verderame GM, Manfredi G, Frunzio G (2001) Le proprietà meccaniche dei calcestruzzi impiegati nelle strutture in cemento armato realizzate negli anni ‘60. Atti del X congresso nazionale ANIDIS ‘‘L’ingegneria Sismica in Italia”, Potenza-Matera, Italy, September 9–13. (in Italian)
    • (2001) September , pp. 9-13
    • Verderame, G.M.1    Manfredi, G.2    Frunzio, G.3
  • 72
    • 70449527576 scopus 로고    scopus 로고
    • A simulated design procedure for the assessment of seismic capacity of existing reinforced concrete buildings
    • Verderame GM, Polese M, Mariniello C, Manfredi G (2010) A simulated design procedure for the assessment of seismic capacity of existing reinforced concrete buildings. Adv Eng Softw 41(2):323–335
    • (2010) Adv Eng Softw , vol.41 , Issue.2 , pp. 323-335
    • Verderame, G.M.1    Polese, M.2    Mariniello, C.3    Manfredi, G.4
  • 73
    • 84884131797 scopus 로고    scopus 로고
    • STIL v1.0–Software per la caratterizzazione delle proprietà meccaniche degli acciai da c.a. tra il 1950 e il 2000
    • Verderame GM, Ricci P, Esposito M, Manfredi G (2012) STIL v1.0–Software per la caratterizzazione delle proprietà meccaniche degli acciai da c.a. tra il 1950 e il 2000. ReLUIS, http://www.reluis.it/
    • (2012) ReLUIS
    • Verderame, G.M.1    Ricci, P.2    Esposito, M.3    Manfredi, G.4
  • 74
    • 63449126605 scopus 로고    scopus 로고
    • Correlation control in small-sample Monte Carlo type simulations I: a simulated annealing approach
    • Vorechovsky M, Novak D (2009) Correlation control in small-sample Monte Carlo type simulations I: a simulated annealing approach. Probab Eng Mech 24(3):452–462
    • (2009) Probab Eng Mech , vol.24 , Issue.3 , pp. 452-462
    • Vorechovsky, M.1    Novak, D.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.