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Volumn 43, Issue 2, 2014, Pages 159-179

A nonlinear macroelement model for the seismic analysis of masonry buildings

Author keywords

Equivalent frame; Macroelement; Masonry; Nonlinear; Seismic analysis

Indexed keywords

MASONRY CONSTRUCTION; MASONRY MATERIALS; SEISMOLOGY; WALLS (STRUCTURAL PARTITIONS);

EID: 84891933329     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.2335     Document Type: Article
Times cited : (231)

References (41)
  • 2
    • 0028463063 scopus 로고
    • Microstructural model for dry block masonry walls with in-plane loading
    • Alpa G, Monetto I. Microstructural model for dry block masonry walls with in-plane loading. Journal of the Mechanics and Physics of Solid 1994; 47(7):1159-1175.
    • (1994) Journal of the Mechanics and Physics of Solid , vol.47 , Issue.7 , pp. 1159-1175
    • Alpa, G.1    Monetto, I.2
  • 3
    • 0012767489 scopus 로고    scopus 로고
    • Numerical analysis and modelling of the damage and softening of brick masonry
    • In, Ball J (ed.). Blackie Academic and Professional: New York, ISBN: 079402396.
    • Anthoine A, Pegon P. Numerical analysis and modelling of the damage and softening of brick masonry. In Numerical Analysis and Modelling of Composite Materials, Ball J (ed.). Blackie Academic and Professional: New York, 1996; 152-184. ISBN: 079402396.
    • (1996) Numerical Analysis and Modelling of Composite Materials , pp. 152-184
    • Anthoine, A.1    Pegon, P.2
  • 5
    • 85078685666 scopus 로고    scopus 로고
    • Damage models for the seismic response of brick masonry shear walls. Part I: the mortar joint model and its applications
    • Gambarotta L, Lagomarsino S. Damage models for the seismic response of brick masonry shear walls. Part I: the mortar joint model and its applications. Earthquake Engineering and Structural Dynamics 1997; 26:423-439.
    • (1997) Earthquake Engineering and Structural Dynamics , vol.26 , pp. 423-439
    • Gambarotta, L.1    Lagomarsino, S.2
  • 6
    • 0001725915 scopus 로고    scopus 로고
    • A multi-surface interface model for the analysis of masonry structures
    • Lourenço PB, Rots J. A multi-surface interface model for the analysis of masonry structures. ASCE Journal of Engineering Mechanics 1997; 123(7):660-668.
    • (1997) ASCE Journal of Engineering Mechanics , vol.123 , Issue.7 , pp. 660-668
    • Lourenço, P.B.1    Rots, J.2
  • 7
    • 0031188396 scopus 로고    scopus 로고
    • Numerical strategies for solving continuum damage problems with softening: application to the homogenization of masonry
    • Pegon P, Anthoine A. Numerical strategies for solving continuum damage problems with softening: application to the homogenization of masonry. Computers and Structures 1997; 64(1-4):623-642.
    • (1997) Computers and Structures , vol.64 , Issue.1-4 , pp. 623-642
    • Pegon, P.1    Anthoine, A.2
  • 9
    • 38149065319 scopus 로고    scopus 로고
    • A continuum model for in-plane anisotropic inelastic behaviour of masonry
    • Calderini C, Lagomarsino S. A continuum model for in-plane anisotropic inelastic behaviour of masonry. ASCE Journal of Structural Engineering 2008; 134(2):209-220.
    • (2008) ASCE Journal of Structural Engineering , vol.134 , Issue.2 , pp. 209-220
    • Calderini, C.1    Lagomarsino, S.2
  • 11
    • 34250771067 scopus 로고    scopus 로고
    • Rigid element model for in-plane dynamics of masonry walls considering hysteretic behaviour and damage
    • Casolo S, Peña F. Rigid element model for in-plane dynamics of masonry walls considering hysteretic behaviour and damage. Earthquake Engineering and Structural Dynamics 2007; 36(8), 1029-1048.
    • (2007) Earthquake Engineering and Structural Dynamics , vol.36 , Issue.8 , pp. 1029-1048
    • Casolo, S.1    Peña, F.2
  • 12
    • 84860649132 scopus 로고    scopus 로고
    • A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings
    • Caliò I, Marletta M, Pantò B. A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings. Engineering Structures 2012; 40:327-338.
    • (2012) Engineering Structures , vol.40 , pp. 327-338
    • Caliò, I.1    Marletta, M.2    Pantò, B.3
  • 13
    • 84891960872 scopus 로고
    • On the lateral strength of multistory masonry walls with openings and horizontal reinforcing connections. Proceedings of the 10th World Conference on Earthquake Engineering, Madrid, Balkema, Rotterdam
    • Abruzzese D, Como M, Lanni G. On the lateral strength of multistory masonry walls with openings and horizontal reinforcing connections. Proceedings of the 10th World Conference on Earthquake Engineering, Madrid, Balkema, Rotterdam, 1992; 4525-4530.
    • (1992) , pp. 4525-4530
    • Abruzzese, D.1    Como, M.2    Lanni, G.3
  • 15
    • 35448976362 scopus 로고    scopus 로고
    • 3D homogenized limit analysis of masonry buildings under horizontal loads
    • Milani G, Lourenço PB, Tralli A. 3D homogenized limit analysis of masonry buildings under horizontal loads. Engineering Structures 2007; 29:3134-3148.
    • (2007) Engineering Structures , vol.29 , pp. 3134-3148
    • Milani, G.1    Lourenço, P.B.2    Tralli, A.3
  • 16
    • 40249088189 scopus 로고
    • Modelli per la verifica statica degli edifici in muratura in zona sismica
    • in Italian.
    • Calderoni B, Marone P, Pagano M. Modelli per la verifica statica degli edifici in muratura in zona sismica, Ingegneria Sismica 1987; 3:19-27 (in Italian).
    • (1987) Ingegneria Sismica , vol.3 , pp. 19-27
    • Calderoni, B.1    Marone, P.2    Pagano, M.3
  • 17
    • 84891959043 scopus 로고
    • The computer program POR. Report ZRMK, Ljubljana, in Slovenian).
    • Tomaževič M. The computer program POR. Report ZRMK, Ljubljana, 1978 (in Slovenian).
    • (1978)
    • Tomaževič, M.1
  • 18
    • 84891940183 scopus 로고
    • A method for the analysis of antiseismic multi-storey masonry buildings. Proceedings of the 6th I.B.Ma.C., Roma, in Italian).
    • Braga F, Dolce M. A method for the analysis of antiseismic multi-storey masonry buildings. Proceedings of the 6th I.B.Ma.C., Roma, 1982; 1088-1099 (in Italian).
    • (1982) , pp. 1088-1099
    • Braga, F.1    Dolce, M.2
  • 19
    • 84985747317 scopus 로고
    • Dynamic modelling of masonry buildings: storey mechanism model as a simple alternative
    • Tomaževič M. Dynamic modelling of masonry buildings: storey mechanism model as a simple alternative. Earthquake Engineering and Structural Dynamics 1987; 15(6):731-749.
    • (1987) Earthquake Engineering and Structural Dynamics , vol.15 , Issue.6 , pp. 731-749
    • Tomaževič, M.1
  • 20
    • 10844264951 scopus 로고    scopus 로고
    • Della Fontana A. Simplified non-linear seismic analysis of masonry buildings
    • Magenes G, Della Fontana A. Simplified non-linear seismic analysis of masonry buildings. Proceedings of the British Masonry Society 1998; 8:190-195.
    • (1998) Proceedings of the British Masonry Society , vol.8 , pp. 190-195
    • Magenes, G.1
  • 21
    • 26644458598 scopus 로고    scopus 로고
    • Strength capacity of masonry wall structures by the equivalent frame method
    • Roca P, Molins C, Marì AR. Strength capacity of masonry wall structures by the equivalent frame method. ASCE Journal of Structural Engineering 2005: 1601-1610.
    • (2005) ASCE Journal of Structural Engineering , pp. 1601-1610
    • Roca, P.1    Molins, C.2    Marì, A.R.3
  • 22
    • 54049085824 scopus 로고    scopus 로고
    • An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings
    • Belmouden Y, Lestuzzi P. An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings. Construction and Building Materials 2009; 23(1):40-53.
    • (2009) Construction and Building Materials , vol.23 , Issue.1 , pp. 40-53
    • Belmouden, Y.1    Lestuzzi, P.2
  • 23
    • 33744958124 scopus 로고    scopus 로고
    • An efficient approach for pushover analysis of unreinforced masonry (URM) structures
    • Penelis GG. An efficient approach for pushover analysis of unreinforced masonry (URM) structures. Journal of Earthquake Engineering 2006; 10(3):359-379.
    • (2006) Journal of Earthquake Engineering , vol.10 , Issue.3 , pp. 359-379
    • Penelis, G.G.1
  • 25
    • 48149099906 scopus 로고    scopus 로고
    • A macroelement for the nonlinear analysis of in-plane unreinforced masonry piers
    • Chen S-Y, Moon FL, Yi T. A macroelement for the nonlinear analysis of in-plane unreinforced masonry piers, Engineering Structures 2008; 30(8):2242-2252.
    • (2008) Engineering Structures , vol.30 , Issue.8 , pp. 2242-2252
    • Chen, S.-Y.1    Moon, F.L.2    Yi, T.3
  • 26
    • 80051536260 scopus 로고    scopus 로고
    • A beam finite element for nonlinear analysis of masonry elements with or without fiber-reinforced plastic (FRP) reinforcements
    • Grande E, Imbimbo M, Sacco E. A beam finite element for nonlinear analysis of masonry elements with or without fiber-reinforced plastic (FRP) reinforcements. International Journal of Architectural Heritage 2011; 5(5-6):693-716.
    • (2011) International Journal of Architectural Heritage , vol.5 , Issue.5-6 , pp. 693-716
    • Grande, E.1    Imbimbo, M.2    Sacco, E.3
  • 27
    • 84891923611 scopus 로고    scopus 로고
    • Non-linear seismic analysis of masonry structures. Proceedings of the 13th Word Conference on Earthquake Engineering (WCEE), Vancouver Canada
    • Galasco A, Lagomarsino S, Penna A, Resemini S. Non-linear seismic analysis of masonry structures. Proceedings of the 13th Word Conference on Earthquake Engineering (WCEE), Vancouver Canada, 2004.
    • (2004)
    • Galasco, A.1    Lagomarsino, S.2    Penna, A.3    Resemini, S.4
  • 28
    • 84891926114 scopus 로고    scopus 로고
    • On the dynamic response of masonry panels. Proceedings of the National Conference "Masonry Mechanics Between Theory and Practice", Messina, Italy, in Italian).
    • Gambarotta L, Lagomarsino S. On the dynamic response of masonry panels. Proceedings of the National Conference "Masonry Mechanics Between Theory and Practice", Messina, Italy, 1996 (in Italian).
    • (1996)
    • Gambarotta, L.1    Lagomarsino, S.2
  • 30
    • 0031126271 scopus 로고    scopus 로고
    • Damage models for the seismic response of brick masonry shear walls. Part II: the continuum model and its applications
    • Gambarotta L, Lagomarsino S. Damage models for the seismic response of brick masonry shear walls. Part II: the continuum model and its applications. Earthquake Engineering and Structural Dynamics 1997; 26:441-462.
    • (1997) Earthquake Engineering and Structural Dynamics , vol.26 , pp. 441-462
    • Gambarotta, L.1    Lagomarsino, S.2
  • 31
    • 84891938199 scopus 로고    scopus 로고
    • A macro-element procedure for the dynamic non-linear analysis of masonry buildings. Ph.D. Dissertation, Politecnico di Milano, in Italian).
    • Penna A. A macro-element procedure for the dynamic non-linear analysis of masonry buildings. Ph.D. Dissertation, Politecnico di Milano, 2002 (in Italian).
    • (2002)
    • Penna, A.1
  • 32
    • 84891936726 scopus 로고    scopus 로고
    • Non linear macro-element dynamic analysis of masonry buildings. Proceedings of the ECCOMAS COMPDYN Conference, Rethymno, Crete, Greece
    • Lagomarsino S, Galasco A, Penna A. Non linear macro-element dynamic analysis of masonry buildings. Proceedings of the ECCOMAS COMPDYN Conference, Rethymno, Crete, Greece, 2007.
    • (2007)
    • Lagomarsino, S.1    Galasco, A.2    Penna, A.3
  • 34
    • 0347694882 scopus 로고
    • Failure of shear-stressed masonry: an enlarged theory, tests and application to shear walls
    • Mann W, Müller H. Failure of shear-stressed masonry: an enlarged theory, tests and application to shear walls. Proceedings of the British Ceramical Society 1982; 30:223-235.
    • (1982) Proceedings of the British Ceramical Society , vol.30 , pp. 223-235
    • Mann, W.1    Müller, H.2
  • 35
    • 84891942601 scopus 로고
    • Strength and behaviour of unreinforced masonry elements. Proceedings of the 10th World Conference on Earthquake Engineering, Madrid
    • Abrams DP. Strength and behaviour of unreinforced masonry elements. Proceedings of the 10th World Conference on Earthquake Engineering, Madrid, 1992.
    • (1992)
    • Abrams, D.P.1
  • 36
    • 84891903964 scopus 로고
    • Shear compression testing and analysis of brick masonry walls. Proceedings of the 10th European Conference on Earthquake Engineering, Vienna
    • Anthoine A, Magonette G, Magenes G. Shear compression testing and analysis of brick masonry walls. Proceedings of the 10th European Conference on Earthquake Engineering, Vienna, 1995.
    • (1995)
    • Anthoine, A.1    Magonette, G.2    Magenes, G.3
  • 39
    • 84891944403 scopus 로고    scopus 로고
    • In-plane cyclic tests of calcium silicate masonry walls. 14th International Brick Block Masonry Conference, Sydney, Australia
    • Magenes G, Morandi P, Penna A. In-plane cyclic tests of calcium silicate masonry walls. 14th International Brick Block Masonry Conference, Sydney, Australia, 2008.
    • (2008)
    • Magenes, G.1    Morandi, P.2    Penna, A.3
  • 40
    • 78651330114 scopus 로고    scopus 로고
    • Seismic performance of autoclaved aerated concrete (AAC) masonry: from experimental testing of the in-plane capacity of walls to building response simulation
    • Costa AA, Penna A, Magenes G. Seismic performance of autoclaved aerated concrete (AAC) masonry: from experimental testing of the in-plane capacity of walls to building response simulation. Journal of Earthquake Engineering 2011, 15(1):1-31.
    • (2011) Journal of Earthquake Engineering , vol.15 , Issue.1 , pp. 1-31
    • Costa, A.A.1    Penna, A.2    Magenes, G.3
  • 41
    • 77950339842 scopus 로고    scopus 로고
    • A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses
    • Rota M, Penna A, Magenes G. A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses, Engineering Structures 2010; 32(5):1312-1323.
    • (2010) Engineering Structures , vol.32 , Issue.5 , pp. 1312-1323
    • Rota, M.1    Penna, A.2    Magenes, G.3


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