메뉴 건너뛰기




Volumn 34, Issue , 2013, Pages 761-778

Lesson learned after the Emilia-Romagna, Italy, 20-29 May 2012 earthquakes: A limit analysis insight on three masonry churches

Author keywords

Case studies; Collapses after earthquakes; Finite elements; Kinematic limit analysis; Masonry churches

Indexed keywords

FAILURE MECHANISM; HORIZONTAL ACCELERATION; LIMIT ANALYSIS; MASONRY CHURCHES; MONUMENTAL BUILDINGS; SAFETY ASSESSMENTS; SPECTRAL ACCELERATION; VIBRATION MODES;

EID: 84888066406     PISSN: 13506307     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engfailanal.2013.01.001     Document Type: Article
Times cited : (112)

References (31)
  • 1
    • 79952455496 scopus 로고    scopus 로고
    • Failures of masonry and concrete buildings during the March 8, 2010 Kovancilar and Palu (Elaziǧ) earthquakes in Turkey
    • Celep Z., Erken A., Taskin B., Ilki A. Failures of masonry and concrete buildings during the March 8, 2010 Kovancilar and Palu (Elaziǧ) earthquakes in Turkey. Eng Fail Anal 2011, 18(3):868-889.
    • (2011) Eng Fail Anal , vol.18 , Issue.3 , pp. 868-889
    • Celep, Z.1    Erken, A.2    Taskin, B.3    Ilki, A.4
  • 2
    • 33746546280 scopus 로고    scopus 로고
    • Damages of masonry buildings during the July 2, 2004 Doǧubayazit (Aǧri) earthquake in Turkey
    • Bayraktar A., CoŞkun N., Yalçin A. Damages of masonry buildings during the July 2, 2004 Doǧubayazit (Aǧri) earthquake in Turkey. Eng Fail Anal 2007, 14(1):147-157.
    • (2007) Eng Fail Anal , vol.14 , Issue.1 , pp. 147-157
    • Bayraktar, A.1    CoŞkun, N.2    Yalçin, A.3
  • 5
    • 67650479730 scopus 로고    scopus 로고
    • The assessment of damage limitation state in the seismic analysis of monumental buildings
    • Lagomarsino S., Resemini S. The assessment of damage limitation state in the seismic analysis of monumental buildings. Earthquake Spectra 2009, 25(2):323-346.
    • (2009) Earthquake Spectra , vol.25 , Issue.2 , pp. 323-346
    • Lagomarsino, S.1    Resemini, S.2
  • 6
    • 84888049975 scopus 로고    scopus 로고
    • A new methodology for the post-earthquake investigation of ancient churches. In: 11th European conference on earthquake engineering, CNIT, Paris la Défense, France, September 6-11,
    • Lagomarsino S. A new methodology for the post-earthquake investigation of ancient churches. In: 11th European conference on earthquake engineering, CNIT, Paris la Défense, France, September 6-11, 1998.
    • (1998)
    • Lagomarsino, S.1
  • 7
    • 84888027823 scopus 로고    scopus 로고
    • Sulla capacità sismica delle chiese a pianta basilicale. PhD thesis, University of Naples Federico II, Italy;
    • Giordano A. Sulla capacità sismica delle chiese a pianta basilicale. PhD thesis, University of Naples Federico II, Italy; 2001.
    • (2001)
    • Giordano, A.1
  • 8
    • 0035685452 scopus 로고    scopus 로고
    • Seismic vulnerability of monumental buildings
    • Augusti G., Ciampoli M., Giovenale P. Seismic vulnerability of monumental buildings. Struct Saf 2001, 23:253-274.
    • (2001) Struct Saf , vol.23 , pp. 253-274
    • Augusti, G.1    Ciampoli, M.2    Giovenale, P.3
  • 9
    • 0036299893 scopus 로고    scopus 로고
    • Bounds to the probability of collapse of monumental buildings
    • Augusti G., Ciampoli M., Zanobi S. Bounds to the probability of collapse of monumental buildings. Struct Saf 2002, 24:89-105.
    • (2002) Struct Saf , vol.24 , pp. 89-105
    • Augusti, G.1    Ciampoli, M.2    Zanobi, S.3
  • 10
    • 0142188729 scopus 로고    scopus 로고
    • Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings
    • D'Ayala D., Speranza E. Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings. Earthquake Spectra 2003, 19(3):479-509.
    • (2003) Earthquake Spectra , vol.19 , Issue.3 , pp. 479-509
    • D'Ayala, D.1    Speranza, E.2
  • 11
    • 29144451511 scopus 로고    scopus 로고
    • Simplified indexes for the seismic vulnerability of ancient masonry buildings
    • Lourenço P.B., Roque J.A. Simplified indexes for the seismic vulnerability of ancient masonry buildings. Constr Build Mater 2006, 20:200-208.
    • (2006) Constr Build Mater , vol.20 , pp. 200-208
    • Lourenço, P.B.1    Roque, J.A.2
  • 12
    • 84888057977 scopus 로고    scopus 로고
    • Analisi di edifici a pianta basilicale soggetti ad azioni sismiche. PhD thesis, II University of Naples Federico II, Italy;
    • Brandonisio G. Analisi di edifici a pianta basilicale soggetti ad azioni sismiche. PhD thesis, II University of Naples Federico II, Italy; 2007.
    • (2007)
    • Brandonisio, G.1
  • 13
    • 84888026844 scopus 로고    scopus 로고
    • Seismic vulnerability of cultural heritage buildings in Switzerland. PhD thesis, EPFL Lausanne, Switzerland;
    • Devaux M. Seismic vulnerability of cultural heritage buildings in Switzerland. PhD thesis, EPFL Lausanne, Switzerland; 2008.
    • (2008)
    • Devaux, M.1
  • 14
    • 84888071483 scopus 로고    scopus 로고
    • Commissione Grandi Rischi - Settore Rischio Sismico. Comunicato di sintesi del 7 Giugno 2012.
    • Commissione Grandi Rischi - Settore Rischio Sismico. Comunicato di sintesi del 7 Giugno 2012. http://governo.it/backoffice/allegati/68378-7742.pdf.
  • 15
    • 84888039078 scopus 로고    scopus 로고
    • DPCM 2011. Direttiva del Presidente del Consiglio dei Ministri 09.02.2011 per la valutazione e la riduzione del rischio sismico del patrimonio culturale con riferimento alle norme tecniche per le costruzioni DM 14.01.2008. GU no. 47, del 26.02.2011, Rome, Italy, 2011.
    • DPCM 2011. Direttiva del Presidente del Consiglio dei Ministri 09.02.2011 per la valutazione e la riduzione del rischio sismico del patrimonio culturale con riferimento alle norme tecniche per le costruzioni DM 14.01.2008. GU no. 47, del 26.02.2011, Rome, Italy, 2011.
  • 16
    • 84888037533 scopus 로고    scopus 로고
    • Protocollo di progettazione per la realizzazione degli interventi di ricostruzione post-sisma sugli edifici privati. Decreto 76 03/08/2005, Regione Molise, Italy;
    • Beolchini G, Milano L, Antonacci E. Protocollo di progettazione per la realizzazione degli interventi di ricostruzione post-sisma sugli edifici privati. Decreto 76 03/08/2005, Regione Molise, Italy; 2006.
    • (2006)
    • Beolchini, G.1    Milano, L.2    Antonacci, E.3
  • 17
    • 33748806020 scopus 로고    scopus 로고
    • Homogenization approach for the limit analysis of out-of-plane loaded masonry walls
    • Milani G., Lourenço P.B., Tralli A. Homogenization approach for the limit analysis of out-of-plane loaded masonry walls. ASCE J Struct Eng 2006, 132(10):1650-1663.
    • (2006) ASCE J Struct Eng , vol.132 , Issue.10 , pp. 1650-1663
    • Milani, G.1    Lourenço, P.B.2    Tralli, A.3
  • 18
    • 79959845178 scopus 로고    scopus 로고
    • Automatic fragility curve evaluation of masonry churches accounting for partial collapses by means of 3D FE homogenized limit analysis
    • Milani G., Venturini G. Automatic fragility curve evaluation of masonry churches accounting for partial collapses by means of 3D FE homogenized limit analysis. Comput Struct 2011, 89:1628-1648.
    • (2011) Comput Struct , vol.89 , pp. 1628-1648
    • Milani, G.1    Venturini, G.2
  • 19
    • 59649118912 scopus 로고    scopus 로고
    • A numerical and experimental analysis of unbounded brickwork panels laterally loaded
    • Zuccarello F.A., Milani G., Olivito R.S., Tralli A. A numerical and experimental analysis of unbounded brickwork panels laterally loaded. Constr Build Mater 2009, 23(5):2093-2106.
    • (2009) Constr Build Mater , vol.23 , Issue.5 , pp. 2093-2106
    • Zuccarello, F.A.1    Milani, G.2    Olivito, R.S.3    Tralli, A.4
  • 20
    • 77953136653 scopus 로고    scopus 로고
    • A simplified homogenized limit analysis model for randomly assembled blocks out-of-plane loaded
    • Milani G., Lourenço P.B. A simplified homogenized limit analysis model for randomly assembled blocks out-of-plane loaded. Comput Struct 2010, 88:690-717.
    • (2010) Comput Struct , vol.88 , pp. 690-717
    • Milani, G.1    Lourenço, P.B.2
  • 21
    • 28544433265 scopus 로고    scopus 로고
    • Homogenised limit analysis of masonry walls. Part I: failure surfaces
    • Milani G., Lourenço P.B., Tralli A. Homogenised limit analysis of masonry walls. Part I: failure surfaces. Comput Struct 2006, 84:166-180.
    • (2006) Comput Struct , vol.84 , pp. 166-180
    • Milani, G.1    Lourenço, P.B.2    Tralli, A.3
  • 22
    • 35448976362 scopus 로고    scopus 로고
    • 3D homogenized limit analysis of masonry buildings under horizontal loads
    • Milani G., Lourenço P.B., Tralli A. 3D homogenized limit analysis of masonry buildings under horizontal loads. Eng Struct 2007, 29(11):3134-3148.
    • (2007) Eng Struct , vol.29 , Issue.11 , pp. 3134-3148
    • Milani, G.1    Lourenço, P.B.2    Tralli, A.3
  • 24
    • 84871731649 scopus 로고    scopus 로고
    • Simplified out-of-plane modeling of three-leaf masonry walls accounting for the material texture
    • Casolo S., Milani G. Simplified out-of-plane modeling of three-leaf masonry walls accounting for the material texture. Constr Build Mater 2013, 40:330-351.
    • (2013) Constr Build Mater , vol.40 , pp. 330-351
    • Casolo, S.1    Milani, G.2
  • 25
    • 35448999991 scopus 로고    scopus 로고
    • Lower bound limit analysis of masonry bridges including arch-fill interaction
    • Cavicchi A., Gambarotta L. Lower bound limit analysis of masonry bridges including arch-fill interaction. Eng Struct 2007, 29(11):3002-3014.
    • (2007) Eng Struct , vol.29 , Issue.11 , pp. 3002-3014
    • Cavicchi, A.1    Gambarotta, L.2
  • 26
    • 77956115314 scopus 로고    scopus 로고
    • Homogenized limit analysis of masonry structures with random input properties: polynomial response surface approximation and Monte Carlo simulations
    • Milani G., Benasciutti D. Homogenized limit analysis of masonry structures with random input properties: polynomial response surface approximation and Monte Carlo simulations. Struct Eng Mech 2010, 34(4):417-447.
    • (2010) Struct Eng Mech , vol.34 , Issue.4 , pp. 417-447
    • Milani, G.1    Benasciutti, D.2
  • 27
    • 33846103988 scopus 로고    scopus 로고
    • Formulation and solution of some plasticity problems as conic programs
    • Krabbenhoft K., Lyamin A.V., Sloan S.W. Formulation and solution of some plasticity problems as conic programs. Int J Solids Struct 2007, 44:1533-1549.
    • (2007) Int J Solids Struct , vol.44 , pp. 1533-1549
    • Krabbenhoft, K.1    Lyamin, A.V.2    Sloan, S.W.3
  • 28
    • 84888043624 scopus 로고    scopus 로고
    • ShakeMap manual: technical manual, user's guide, and software guide; 2005.
    • David J. Wald DJ, Worden BC, Quitoriano V, Pankow KL. ShakeMap manual: technical manual, user's guide, and software guide; 2005. http://earthquake.usgs.gov/shakemap.
    • David, J.1    Wald, D.J.2    Worden, B.C.3    Quitoriano, V.4    Pankow, K.L.5
  • 29
    • 84888039194 scopus 로고    scopus 로고
    • Vulnerabilità sismica e dissesto statico di un edificio rinascimentale a Ferrara: tecniche di analisi e simulazioni numeriche. AID Monuments, Perugia, May 2012.
    • Alessandri C, Garutti M, Mallardo V, Milani G. Vulnerabilità sismica e dissesto statico di un edificio rinascimentale a Ferrara: tecniche di analisi e simulazioni numeriche. AID Monuments, Perugia, May 2012.
    • Alessandri, C.1    Garutti, M.2    Mallardo, V.3    Milani, G.4
  • 30
    • 84888039386 scopus 로고    scopus 로고
    • NTC 2008. Nuove Norme Tecniche per le Costruzioni (new technical code for constructions). DM Infrastrutture14.01.2008, Rome, Italy; 2008.
    • NTC 2008. Nuove Norme Tecniche per le Costruzioni (new technical code for constructions). DM Infrastrutture14.01.2008, Rome, Italy; 2008.
  • 31
    • 84888036307 scopus 로고    scopus 로고
    • Instructions. Circolare esplicativa no. 617 C.S.LL.PP. 2.02.2009 (explication notes on NTC 2008), Rome, Italy;
    • Instructions. Circolare esplicativa no. 617 C.S.LL.PP. 2.02.2009 (explication notes on NTC 2008), Rome, Italy; 2009.
    • (2009)


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.