메뉴 건너뛰기




Volumn 8, Issue 1, 2014, Pages 272-287

Computational methods for masonry vaults: A review of recent results

Author keywords

Domes); Masonry single and double curvature structures (arches; Numerical models; State of the art; Vaults

Indexed keywords

ARCHES; COMPLEX NETWORKS; COMPRESSIVE STRENGTH; COMPUTATION THEORY; ELASTOPLASTICITY; FAILURE (MECHANICAL); NUMERICAL MODELS; RIGID STRUCTURES; STRENGTH OF MATERIALS; TENSILE STRENGTH;

EID: 84923118587     PISSN: None     EISSN: 18741495     Source Type: Journal    
DOI: 10.2174/1874149501408010272     Document Type: Article
Times cited : (102)

References (81)
  • 5
    • 77955569570 scopus 로고    scopus 로고
    • Structural analysis of masonry historical constructions. classical and advanced approach-es
    • P. Roca, M. Cervera, G. Gariup, and L. Pelà, "Structural analysis of masonry historical constructions. classical and advanced approach-es", Arch. Comput. Method. Eng., vol. 17, pp. 299-325, 2010.
    • (2010) Arch. Comput. Method. Eng. , vol.17 , pp. 299-325
    • Roca, P.1    Cervera, M.2    Gariup, G.3    Pelà, L.4
  • 7
    • 0006933394 scopus 로고
    • New trends in the analysis of masonry structures
    • S. Di Pasquale, "New trends in the analysis of masonry structures", Meccanica, vol. 27, pp. 173-184, 1992.
    • (1992) Meccanica , vol.27 , pp. 173-184
    • Di Pasquale, S.1
  • 8
    • 0032316278 scopus 로고    scopus 로고
    • Limit analysis and no-tension materials
    • G. Del Piero, "Limit analysis and no-tension materials", Int. J. Plasticity, vol. 14(1-3), pp. 259-271, 1998.
    • (1998) Int. J. Plasticity , vol.14 , Issue.1-3 , pp. 259-271
    • Del Piero, G.1
  • 9
    • 0021850858 scopus 로고
    • Researches on the equilibrium of masonry structures
    • M. Giaquinta and E. Giusti, "Researches on the equilibrium of masonry structures", Arch. Rational Mech. Analy., vol. 88, pp. 359-392, 1985.
    • (1985) Arch. Rational Mech. Analy. , vol.88 , pp. 359-392
    • Giaquinta, M.1    Giusti, E.2
  • 10
    • 0039025015 scopus 로고
    • Elasticity with unilateral constraints on the stress
    • Suppl. Rend. Circolo Matematico di Palermo
    • G. Anzelotti, "Elasticity with unilateral constraints on the stress," in International workshop on Integral Functionals in Calculus of Variations, Suppl. Rend. Circolo Matematico di Palermo s.2 (15), 1987, pp. 135-141.
    • (1987) International workshop on Integral Functionals in Calculus of Variations , vol.2 , Issue.15 , pp. 135-141
    • Anzelotti, G.1
  • 13
    • 58149204332 scopus 로고    scopus 로고
    • The analysis of masonry architecture: A historical approach
    • S. Huerta, "The analysis of masonry architecture: A historical approach", Arch. Sci. Rev., vol. 51, no. 4, pp. 297-328, 2008.
    • (2008) Arch. Sci. Rev. , vol.51 , Issue.4 , pp. 297-328
    • Huerta, S.1
  • 15
    • 0004942133 scopus 로고
    • The stone skeleton
    • J. Heyman, "The stone skeleton", Int. J. Solids Struct., vol. 2, no. 2, pp. 249-256, 1966.
    • (1966) Int. J. Solids Struct. , vol.2 , Issue.2 , pp. 249-256
    • Heyman, J.1
  • 16
    • 0042751794 scopus 로고
    • An experimental study of the voissour arch
    • A.J.S. Pippard and E.R.J. Ashby, "An experimental study of the voissour arch", J. Inst. Civ. Eng., vol. 10, pp. 383-403, 1936.
    • (1936) J. Inst. Civ. Eng. , vol.10 , pp. 383-403
    • Pippard, A.J.S.1    Ashby, E.R.J.2
  • 17
    • 0003773531 scopus 로고
    • The approximate estimation of safe loads on ma-sonry bridges
    • A.J.S. Pippard, "The approximate estimation of safe loads on ma-sonry bridges", Civil Eng. War: Inst. Civ. Eng., vol. 1, pp. 365-371, 1946.
    • (1946) Civil Eng. War: Inst. Civ. Eng. , vol.1 , pp. 365-371
    • Pippard, A.J.S.1
  • 18
    • 0042772985 scopus 로고
    • Limit analysis of voussoir (segmental) and concrete arches
    • Kooharian
    • Kooharian, "Limit analysis of voussoir (segmental) and concrete arches", J. Am. Concrete Inst., vol. 49, no. 12, pp. 317-328, 1952.
    • (1952) J. Am. Concrete Inst. , vol.49 , Issue.12 , pp. 317-328
  • 20
    • 0034778188 scopus 로고    scopus 로고
    • Three dimensional modelling and full scale testing of stone arch bridges
    • P.J. Fanning and T.E. Boothby, "Three dimensional modelling and full scale testing of stone arch bridges", Comput. Struct., vol. 79, no. 29-30, pp. 2645-2662, 2001.
    • (2001) Comput. Struct. , vol.79 , Issue.29-30 , pp. 2645-2662
    • Fanning, P.J.1    Boothby, T.E.2
  • 21
    • 84880345339 scopus 로고    scopus 로고
    • A simplified as-sessment of the dome and drum of the Basilica of S. Maria Assunta in Carignano in Genoa
    • Bagicalupo, A. Brencich, and L. Gambarotta, "A simplified as-sessment of the dome and drum of the Basilica of S. Maria Assunta in Carignano in Genoa", Eng. Struct., vol. 56, pp. 749-765, 2013.
    • (2013) Eng. Struct. , vol.56 , pp. 749-765
    • Bagicalupo1    Brencich, A.2    Gambarotta, L.3
  • 22
    • 33645962194 scopus 로고    scopus 로고
    • Limit analysis of masonry block structures with non-associative frictional joints us-ing linear programming
    • M. Gilbert, C. Casapulla, and H.M. Ahmed, "Limit analysis of masonry block structures with non-associative frictional joints us-ing linear programming", Comput. Struct., vol. 84, pp. 873-887, 2006.
    • (2006) Comput. Struct. , vol.84 , pp. 873-887
    • Gilbert, M.1    Casapulla, C.2    Ahmed, H.M.3
  • 23
    • 19944375863 scopus 로고    scopus 로고
    • Three-dimensional limit analysis of rigid blocks assemblages. Part I: Torsion failure on frictional joints and limit analysis formulation
    • Orduña and P.B. Lourenço, "Three-dimensional limit analysis of rigid blocks assemblages. Part I: Torsion failure on frictional joints and limit analysis formulation", Int. J. Solids Struct., vol. 42, no. 18-19, pp. 5140-5160, 2005.
    • (2005) Int. J. Solids Struct. , vol.42 , Issue.18-19 , pp. 5140-5160
    • Orduña1    Lourenço, P.B.2
  • 24
    • 0019614143 scopus 로고
    • The biaxial compressive strength of brick masonry
    • September
    • A.W. Page, "The biaxial compressive strength of brick masonry", Proc. Instit. Civil Eng., Part 2, vol. 71, pp. 893-906, September 1981.
    • (1981) Proc. Instit. Civil Eng., Part 2 , vol.71 , pp. 893-906
    • Page, A.W.1
  • 26
    • 28544433265 scopus 로고    scopus 로고
    • Homogenised limit anal-ysis of masonry walls, Part I: Failure surfaces
    • G. Milani, P.B. Lourenço, and A. Tralli, "Homogenised limit anal-ysis of masonry walls, Part I: failure surfaces", Comput. Struct., vol. 84, pp. 166-180, 2006.
    • (2006) Comput. Struct. , vol.84 , pp. 166-180
    • Milani, G.1    Lourenço, P.B.2    Tralli, A.3
  • 27
    • 28544449220 scopus 로고    scopus 로고
    • Homogenised limit anal-ysis of masonry walls, Part II: Structural examples
    • G. Milani, P.B. Lourenço, and A. Tralli, "Homogenised limit anal-ysis of masonry walls, Part II: structural examples", Comput. Struct., vol. 84, no. 3-4, pp. 181-195, 2006.
    • (2006) Comput. Struct. , vol.84 , Issue.3-4 , pp. 181-195
    • Milani, G.1    Lourenço, P.B.2    Tralli, A.3
  • 28
    • 0001725915 scopus 로고    scopus 로고
    • A multi-surface interface model for the analysis of masonry structures
    • P.B. Lourenço and J. Rots, "A multi-surface interface model for the analysis of masonry structures", J. Eng. Mech. ASCE, vol. 123, no. 7, pp. 660-668, 1997.
    • (1997) J. Eng. Mech. ASCE , vol.123 , Issue.7 , pp. 660-668
    • Lourenço, P.B.1    Rots, J.2
  • 29
    • 0035362539 scopus 로고    scopus 로고
    • Lower bound limit analy-sis of unreinforced masonry shear walls
    • D.J. Sutcliffe, H.S. Yu, and A.W. Page, "Lower bound limit analy-sis of unreinforced masonry shear walls", Comp. Struct., vol. 79, pp. 1295-1312, 2001.
    • (2001) Comp. Struct. , vol.79 , pp. 1295-1312
    • Sutcliffe, D.J.1    Yu, H.S.2    Page, A.W.3
  • 31
    • 0041004299 scopus 로고
    • Théorèmes limites pour un materiau de Coulomb a dilatation non standardise
    • D. Radenkovic, "Théorèmes limites pour un materiau de Coulomb a dilatation non standardise", Comptes Rendue Académie Sciences Paris, vol. 252, pp. 4103-4104, 1961.
    • (1961) Comptes Rendue Académie Sciences Paris , vol.252 , pp. 4103-4104
    • Radenkovic, D.1
  • 33
    • 0018106711 scopus 로고
    • Limit analysis of structures formed from rigid blocks
    • R.K. Livesley, "Limit analysis of structures formed from rigid blocks", International J. Num. Methods Eng., vol. 12, pp. 1853-1871, 1978.
    • (1978) International J. Num. Methods Eng. , vol.12 , pp. 1853-1871
    • Livesley, R.K.1
  • 34
    • 84988486596 scopus 로고    scopus 로고
    • An FE-MPEC approach for limit load evaluation in the presence of contact and displacement constraints
    • S. Tangaramvong and F. Tin-Loi, "An FE-MPEC approach for limit load evaluation in the presence of contact and displacement constraints", Int. J. Solids Struct., vol. 91, no. 5, pp 491-515, 2012.
    • (2012) Int. J. Solids Struct. , vol.91 , Issue.5 , pp. 491-515
    • Tangaramvong, S.1    Tin-Loi, F.2
  • 35
    • 33750617296 scopus 로고    scopus 로고
    • Limit analysis of a single span masonry bridge with unilateral frictional contact interfaces
    • G.A. Drosopoulos, G.E. Stavroulakis, and C.V. Massalas, "Limit analysis of a single span masonry bridge with unilateral frictional contact interfaces", Eng. Struct., vol. 28, no. 13, pp. 1864-1873, 2006.
    • (2006) Eng. Struct. , vol.28 , Issue.13 , pp. 1864-1873
    • Drosopoulos, G.A.1    Stavroulakis, G.E.2    Massalas, C.V.3
  • 36
  • 37
    • 79952021578 scopus 로고    scopus 로고
    • Three-dimensional analysis of masonry vaults using limit state analysis with finite friction
    • D. D'Ayala and E. Tomasoni, "Three-dimensional analysis of masonry vaults using limit state analysis with finite friction", Int. J. Archit. Heritage, vol. 5, pp. 140-171, 2011.
    • (2011) Int. J. Archit. Heritage , vol.5 , pp. 140-171
    • D'Ayala, D.1    Tomasoni, E.2
  • 38
    • 59549090845 scopus 로고    scopus 로고
    • The use of 3D-laser scan-ning in assessing the safety of masonry vaults. A case study on the church of Saint-Jacobs
    • L. Schueremans and B. Van Genechten, "The use of 3D-laser scan-ning in assessing the safety of masonry vaults. A case study on the church of Saint-Jacobs", Optics Lasers Eng., vol. 47, pp. 329-335, 2009.
    • (2009) Optics Lasers Eng. , vol.47 , pp. 329-335
    • Schueremans, L.1    Van Genechten, B.2
  • 39
    • 48749114195 scopus 로고    scopus 로고
    • Limit analysis of masonry vaults by means of curved shell finite elements and homogeniza-tion
    • E. Milani, G. Milani, and A. Tralli, "Limit analysis of masonry vaults by means of curved shell finite elements and homogeniza-tion", Int. J.Solids Struct., vol. 45, pp. 5258-5288, 2008.
    • (2008) Int. J.Solids Struct. , vol.45 , pp. 5258-5288
    • Milani, E.1    Milani, G.2    Tralli, A.3
  • 40
    • 70349997027 scopus 로고    scopus 로고
    • Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I: Unre-inforced masonry failure surfaces
    • G. Milani, E. Milani, and A. Tralli, "Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I: unre-inforced masonry failure surfaces", Comput. Struct., vol. 87, no. 23-24, pp. 1516-1533, 2009.
    • (2009) Comput. Struct. , vol.87 , Issue.23-24 , pp. 1516-1533
    • Milani, G.1    Milani, E.2    Tralli, A.3
  • 41
    • 70349984549 scopus 로고    scopus 로고
    • Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part II: Struc-tural analyses
    • G. Milani, E. Milani, and A. Tralli, "Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part II: struc-tural analyses", Comput. Struct., vol. 87, no. 23-24, pp. 1534-1558, 2009.
    • (2009) Comput. Struct. , vol.87 , Issue.23-24 , pp. 1534-1558
    • Milani, G.1    Milani, E.2    Tralli, A.3
  • 42
    • 84860782516 scopus 로고    scopus 로고
    • Stability and strength of old masonry vaults under compressive longitudinal loads: Engineering analyses of a case study
    • Carini and F. Genna, "Stability and strength of old masonry vaults under compressive longitudinal loads: Engineering analyses of a case study", Eng. Struct., vol. 40, pp. 218-229, 2012.
    • (2012) Eng. Struct. , vol.40 , pp. 218-229
    • Carini1    Genna, F.2
  • 43
    • 84865865325 scopus 로고    scopus 로고
    • 3D non-linear behavior of masonry arch bridges
    • G. Milani and P.B. Lourenço, "3D non-linear behavior of masonry arch bridges", Comput. Struct., vol. 110-111, pp. 133-150, 2012.
    • (2012) Comput. Struct. , vol.110-111 , pp. 133-150
    • Milani, G.1    Lourenço, P.B.2
  • 44
    • 0003773531 scopus 로고
    • The approximate estimation of safe loads on ma-sonry bridges
    • A.J.S. Pippard, "The approximate estimation of safe loads on ma-sonry bridges", Civil Eng. War, Instit.Civil Eng., vol. 1, 365-273, 1948.
    • (1948) Civil Eng. War, Instit.Civil Eng. , vol.1
    • Pippard, A.J.S.1
  • 45
    • 0012606999 scopus 로고
    • Rigid-block analysis to masonry arches
    • M. Gilbert and C. Melbourne, "Rigid-block analysis to masonry arches", Struct. Eng., vol. 72, pp. 356-361, 1994.
    • (1994) Struct. Eng. , vol.72 , pp. 356-361
    • Gilbert, M.1    Melbourne, C.2
  • 46
    • 0342687303 scopus 로고
    • Collapse modes of masonry arch bridges
    • T. Boothby, "Collapse modes of masonry arch bridges", J. Bri. Masonry Soc., vol. 9, no. 2, pp. 62-69, 1995.
    • (1995) J. Bri. Masonry Soc. , vol.9 , Issue.2 , pp. 62-69
    • Boothby, T.1
  • 47
    • 33645962194 scopus 로고    scopus 로고
    • Limit analysis of masonry block structures with non-associative frictional joints using linear programming
    • M. Gilbert, "Limit analysis of masonry block structures with non-associative frictional joints using linear programming", Comp. Struc., vol. 84, pp. 873-887, 2006.
    • (2006) Comp. Struc. , vol.84 , pp. 873-887
    • Gilbert, M.1
  • 48
    • 77958466505 scopus 로고    scopus 로고
    • Experimental and numerical re-sponse of arch bridge historic masonry under eccentric loading
    • G. de Felice and S. De Santis, "Experimental and numerical re-sponse of arch bridge historic masonry under eccentric loading", Int. J. Architect. Heritage, vol. 4, no. 2, pp. 115-137, 2010.
    • (2010) Int. J. Architect. Heritage , vol.4 , Issue.2 , pp. 115-137
    • de Felice, G.1    De Santis, S.2
  • 49
    • 38849207440 scopus 로고    scopus 로고
    • 2-D analy-sis of arch bridges using an elasto-plastic material model
    • Audenaert, P. Fanning, L. Sobczak, and H. Peremans, "2-D analy-sis of arch bridges using an elasto-plastic material model", Eng. Struct., vol. 30, pp. 845-855, 2008.
    • (2008) Eng. Struct. , vol.30 , pp. 845-855
    • Audenaert1    Fanning, P.2    Sobczak, L.3    Peremans, H.4
  • 50
    • 14844349955 scopus 로고    scopus 로고
    • Collapse analysis of masonry bridg-es taking into account arch-fill interaction
    • Cavicchi, and L. Gambarotta, "Collapse analysis of masonry bridg-es taking into account arch-fill interaction", Eng. Struct., vol. 27, no. 4, pp. 605-615, 2005.
    • (2005) Eng. Struct. , vol.27 , Issue.4 , pp. 605-615
    • Cavicchi1    Gambarotta, L.2
  • 51
    • 33751397103 scopus 로고    scopus 로고
    • Two-dimensional finite element upper bound limit analysis of masonry bridges
    • Cavicchi, and L. Gambarotta, "Two-dimensional finite element upper bound limit analysis of masonry bridges", Comput. Struct., vol. 84, no. 31-32, pp. 2316-2328, 2006.
    • (2006) Comput. Struct. , vol.84 , Issue.31-32 , pp. 2316-2328
    • Cavicchi1    Gambarotta, L.2
  • 53
    • 0033207515 scopus 로고    scopus 로고
    • Funicular analysis of masonry vaults
    • D. O'Dwyer, "Funicular analysis of masonry vaults", Comput. Struct., vol. 73, no. 1-5, pp. 187-197, 1999.
    • (1999) Comput. Struct. , vol.73 , Issue.1-5 , pp. 187-197
    • O'Dwyer, D.1
  • 54
    • 33751041216 scopus 로고    scopus 로고
    • Real-time limit analy-sis of vaulted masonry buildings
    • P. Block, T. Ciblac, and J.A. Ochsendorf, "Real-time limit analy-sis of vaulted masonry buildings", Comput. Struc., vol. 84, no. 29-30, pp. 1841-1852, 2006.
    • (2006) Comput. Struc. , vol.84 , Issue.29-30 , pp. 1841-1852
    • Block, P.1    Ciblac, T.2    Ochsendorf, J.A.3
  • 55
    • 39449135104 scopus 로고    scopus 로고
    • Thrust network analysis: A new methodology for three-dimensional equilibrium
    • P. Block and J.A. Ochserdorf, "Thrust network analysis: a new methodology for three-dimensional equilibrium", J. IASS, vol. 48, no. 3, pp. 167-173, 2007.
    • (2007) J. IASS , vol.48 , Issue.3 , pp. 167-173
    • Block, P.1    Ochserdorf, J.A.2
  • 56
    • 84890285315 scopus 로고    scopus 로고
    • Three-Dimensional (3D) equilibrium analysis of Gothic masonry vaults
    • P. Block, and L. Lachauer, "Three-Dimensional (3D) equilibrium analysis of Gothic masonry vaults", Int. J. Architec. Herit., vol. 8, pp. 312-335, 2014.
    • (2014) Int. J. Architec. Herit. , vol.8 , pp. 312-335
    • Block, P.1    Lachauer, L.2
  • 57
    • 33947409484 scopus 로고    scopus 로고
    • Computational analysis of masonry structures with a funicular model
    • Andreu, L. Gil, and P. Roca, "Computational analysis of masonry structures with a funicular model", J. Eng. Mechan. ASCE, vol. 133, no. 4, pp. 473-480, 2007.
    • (2007) J. Eng. Mechan. ASCE , vol.133 , Issue.4 , pp. 473-480
    • Andreu1    Gil, L.2    Roca, P.3
  • 59
    • 77649337752 scopus 로고    scopus 로고
    • A thrust network approach to the equilibrium prob-lem of unreinforced masonry vaults via polyhedral stress func-tions
    • F. Fraternali, "A thrust network approach to the equilibrium prob-lem of unreinforced masonry vaults via polyhedral stress func-tions", Mechan. Res. Commun., vol. 37, no. 2, pp. 198-204, 2010.
    • (2010) Mechan. Res. Commun. , vol.37 , Issue.2 , pp. 198-204
    • Fraternali, F.1
  • 60
    • 0036900814 scopus 로고    scopus 로고
    • A lumped stress method for plane elastic problems and the discrete-continuum ap proximation
    • F. Fraternali, M. Angelillo, and A. Fortunato, "A lumped stress method for plane elastic problems and the discrete-continuum ap proximation", Int. J. Solids Struc., vol. 39, no. 25, pp. 6211-6240, 2002.
    • (2002) Int. J. Solids Struc. , vol.39 , Issue.25 , pp. 6211-6240
    • Fraternali, F.1    Angelillo, M.2    Fortunato, A.3
  • 64
    • 35148879207 scopus 로고    scopus 로고
    • Stress analysis of masonry vaults and static efficacy of FRP repairs
    • Baratta and O. Corbi, "Stress analysis of masonry vaults and static efficacy of FRP repairs", Int. J. Solids Struc., vol. 44, pp. 8028-8056, 2007.
    • (2007) Int. J. Solids Struc. , vol.44 , pp. 8028-8056
    • Baratta1    Corbi, O.2
  • 65
    • 77955271186 scopus 로고    scopus 로고
    • On the equilibrium and admissibility cou-pling in NT vaults of general shape
    • Baratta and O. Corbi, "On the equilibrium and admissibility cou-pling in NT vaults of general shape", Int. J. Solids Struc., vol. 47, pp. 2276-2284, 2010.
    • (2010) Int. J. Solids Struc. , vol.47 , pp. 2276-2284
    • Baratta1    Corbi, O.2
  • 67
    • 0036694402 scopus 로고    scopus 로고
    • Assessment of the structural response of masonry cross vaults
    • D. Theodossopoulos, B.P. Sinha, A.S. Usmani, and A.S.J. Macdonald, "Assessment of the structural response of masonry cross vaults", Strain, vol. 38, no. 3, pp. 119-127, 2012.
    • (2012) Strain , vol.38 , Issue.3 , pp. 119-127
    • Theodossopoulos, D.1    Sinha, B.P.2    Usmani, A.S.3    McDonald, A.S.J.4
  • 69
    • 10044250669 scopus 로고    scopus 로고
    • Analyses of masonry vaults: A macro approach based on three-dimensional damage model
    • G. Creazza, A. Saetta, R. Matteazzi, and R. Vitaliani, "Analyses of masonry vaults: a macro approach based on three-dimensional damage model", J. Struct. Eng., vol. 128, no. 5, pp. 646-654, 2002.
    • (2002) J. Struct. Eng. , vol.128 , Issue.5 , pp. 646-654
    • Creazza, G.1    Saetta, A.2    Matteazzi, R.3    Vitaliani, R.4
  • 72
    • 78650882226 scopus 로고    scopus 로고
    • The structural analysis of the 3ponti of Comacchio (Ferrara,Italy)
    • M. Pizzolato, M. Monti, P. Pigozzi, and A. Tralli, "The structural analysis of the 3ponti of Comacchio (Ferrara,Italy)", Adv. Mater. Res., vol. 33-134, pp. 531-536, 2010.
    • (2010) Adv. Mater. Res. , vol.33-134 , pp. 531-536
    • Pizzolato, M.1    Monti, M.2    Pigozzi, P.3    Tralli, A.4
  • 73
    • 34548532875 scopus 로고    scopus 로고
    • Statics of masonry vaults, constitutive model and numerical analysis
    • M. Lucchesi, C. Padovani, G. Pasquinelli, and N. Zani, "Statics of masonry vaults, constitutive model and numerical analysis", J. Mechan. Mater. Struc., vol. 2, no. 2, pp. 221-244, 2007.
    • (2007) J. Mechan. Mater. Struc. , vol.2 , Issue.2 , pp. 221-244
    • Lucchesi, M.1    Padovani, C.2    Pasquinelli, G.3    Zani, N.4
  • 77
    • 13244270289 scopus 로고    scopus 로고
    • Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method
    • Cecchi, G. Milani, and A. Tralli, "Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method", J. Eng. Mechan. ASCE, vol. 131, no. 2, pp. 185-198, 2005.
    • (2005) J. Eng. Mechan. ASCE , vol.131 , Issue.2 , pp. 185-198
    • Cecchi1    Milani, G.2    Tralli, A.3
  • 79
    • 48749132295 scopus 로고    scopus 로고
    • In Italian: Volte in muratura con rinforzi in FRP
    • P. Faccio, P. Foraboschi, and E. Siviero, "Masonry vaults reinforced with FPR strips [In Italian: Volte in muratura con rinforzi in FRP]", L'Edilizia, vol. 7/8, pp. 44-50, 1999.
    • (1999) L'Edilizia , vol.7-8 , pp. 44-50
    • Faccio, P.1    Foraboschi, P.2    Siviero, E.3
  • 80
    • 77956428009 scopus 로고    scopus 로고
    • NTC 2008. Ministero delle Infrastrutture (GU n.29 04/02/2008), Rome, Italy
    • NTC 2008. Nuove norme tecniche per le costruzioni. Ministero delle Infrastrutture (GU n.29 04/02/2008), Rome, Italy, 2008.
    • (2008) Nuove norme tecniche per le costruzioni.
  • 81
    • 84856107620 scopus 로고    scopus 로고
    • A simple meso-macro model based on SQP for the non-linear analysis of masonry double curvature struc-tures
    • G. Milani and A. Tralli, "A simple meso-macro model based on SQP for the non-linear analysis of masonry double curvature struc-tures", Int. J. Solids Struc., vol. 49, no. 5, pp. 808-834, 2012.
    • (2012) Int. J. Solids Struc. , vol.49 , Issue.5 , pp. 808-834
    • Milani, G.1    Tralli, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.