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Volumn 19, Issue 1, 2015, Pages 60-84

Interaction curves for in-plane and out-of-plane behaviors of unreinforced masonry walls

Author keywords

Bidirectional Loadings; Finite Element Validations; Interaction Curves; Unreinforced Masonry

Indexed keywords

ASPECT RATIO; HYSTERESIS; MASONRY CONSTRUCTION; MASONRY MATERIALS; RETAINING WALLS;

EID: 84911443718     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632469.2014.946571     Document Type: Article
Times cited : (23)

References (35)
  • 1
    • 84861991713 scopus 로고    scopus 로고
    • ABAQUS Hibbit and Karlson and Sorensen Inc
    • ABAQUS. 2005. Users Manual. Version 6.5. Hibbit and Karlson and Sorensen Inc.
    • (2005) Users Manual. Version 6.5
  • 4
    • 84874872466 scopus 로고    scopus 로고
    • A three-dimensional cyclic meso-scale numerical procedure for simulation of unreinforced masonry structures
    • Aref, A. J., and, Dolatshahi, K. M. 2013. . " A three-dimensional cyclic meso-scale numerical procedure for simulation of unreinforced masonry structures,. " Computers & Structures 120, 9-23.
    • (2013) Computers & Structures , vol.120 , pp. 9-23
    • Aref, A.J.1    Dolatshahi, K.M.2
  • 5
    • 84911432998 scopus 로고    scopus 로고
    • Seismic performance of existing and retrofitted dome-roof adobe houses in iran using shaking table tests
    • Irvine, California. June 29-July 1
    • Bakhshi, A., Ghannad, M., Yekrangnia, M., and, Masaeli, H. 2009. . " Seismic performance of existing and retrofitted dome-roof adobe houses in iran using shaking table tests,. " P roc. of a US-Iran Seismic Workshop, Irvine, California. June 29-July 1.
    • (2009) Proc. of A US-Iran Seismic Workshop
    • Bakhshi, A.1    Ghannad, M.2    Yekrangnia, M.3    Masaeli, H.4
  • 6
    • 85009289124 scopus 로고    scopus 로고
    • Modeling of urm walls behavior considering out-of-plane and in-plane interaction (in persian)
    • Behnam, H., and, Khanmohammadi, M. 2011. . " Modeling of urm walls behavior considering out-of-plane and in-plane interaction (in persian),. " Bulletin of Iranian Civil Engineers 3, 1-12.
    • (2011) Bulletin of Iranian Civil Engineers , vol.3 , pp. 1-12
    • Behnam, H.1    Khanmohammadi, M.2
  • 7
    • 38149065319 scopus 로고    scopus 로고
    • Continuum model for in-plane anisotropic inelastic behavior of masonry
    • Calderini, C., and, Lagomarsino, S. 2008. . " Continuum model for in-plane anisotropic inelastic behavior of masonry,. " Journal of Structural Engineering 134, 209-220.
    • (2008) Journal of Structural Engineering , vol.134 , pp. 209-220
    • Calderini, C.1    Lagomarsino, S.2
  • 8
    • 2342615656 scopus 로고    scopus 로고
    • Modelling in-plane micro-structure of masonry walls by rigid elements
    • Casolo, S. 2004. . " Modelling in-plane micro-structure of masonry walls by rigid elements,. " International Journal of Solids and Structures 41, 3625-3641.
    • (2004) International Journal of Solids and Structures , vol.41 , pp. 3625-3641
    • Casolo, S.1
  • 9
    • 84871731649 scopus 로고    scopus 로고
    • Simplified out-of-plane modelling of three-leaf masonry walls accounting for the material texture
    • Casolo, S., and, Milani, G. 2013. . " Simplified out-of-plane modelling of three-leaf masonry walls accounting for the material texture,. " Construction and Building Materials 40, 330-351.
    • (2013) Construction and Building Materials , vol.40 , pp. 330-351
    • Casolo, S.1    Milani, G.2
  • 10
    • 34250771067 scopus 로고    scopus 로고
    • Rigid element model for in-plane dynamics of masonry walls considering hysteretic behaviour and damage
    • Casolo, S., and, Pena, F. 2007. . " Rigid element model for in-plane dynamics of masonry walls considering hysteretic behaviour and damage,. " Earthquake Engineering and Structural Dynamics 36, 1029-1048.
    • (2007) Earthquake Engineering and Structural Dynamics , vol.36 , pp. 1029-1048
    • Casolo, S.1    Pena, F.2
  • 11
    • 84874785714 scopus 로고    scopus 로고
    • Nonlinear analysis of out-of-plane masonry facądes: Full dynamic versus pushover methods by rigid body and spring model
    • Casolo, S., and, Uva, G. 2013. . " Nonlinear analysis of out-of-plane masonry facądes: Full dynamic versus pushover methods by rigid body and spring model,. " Earthquake Engineering & Structural Dynamics 42, 499-521.
    • (2013) Earthquake Engineering & Structural Dynamics , vol.42 , pp. 499-521
    • Casolo, S.1    Uva, G.2
  • 12
    • 34547535725 scopus 로고    scopus 로고
    • Modeling of unreinforced masonry walls under shear and compression
    • Chaimoon, K., and, Attard, M. M. 2007. . " Modeling of unreinforced masonry walls under shear and compression,. " Engineering Structures 29, 2056-2068.
    • (2007) Engineering Structures , vol.29 , pp. 2056-2068
    • Chaimoon, K.1    Attard, M.M.2
  • 13
    • 48149099906 scopus 로고    scopus 로고
    • A macroelement for the nonlinear analysis of in-plane unreinforced masonry piers
    • Chen, S.Y., Moon, F.L., and, Yi, T. 2008. . " A macroelement for the nonlinear analysis of in-plane unreinforced masonry piers,. " Engineering Structures 30, 2242-2252.
    • (2008) Engineering Structures , vol.30 , pp. 2242-2252
    • Chen, S.Y.1    Moon, F.L.2    Yi, T.3
  • 15
    • 80054952917 scopus 로고    scopus 로고
    • Two-dimensional computational framework of meso-scale rigid and line interface elements for masonry structures
    • Dolatshahi, K. M., and, Aref, A. J. 2011. . " Two-dimensional computational framework of meso-scale rigid and line interface elements for masonry structures,. " Engineering Structures 33, 3657-3667.
    • Engineering Structures , vol.33 , pp. 3657-3667
    • Dolatshahi, K.M.1
  • 17
    • 0035533346 scopus 로고    scopus 로고
    • Out-of-plane seismic resistance of masonry walls
    • Felice, Gd,. an Giannini, R. 2001. . " Out-of-plane seismic resistance of masonry walls,. " Journal of Earthquake Engineering 5, 253-271.
    • (2001) Journal of Earthquake Engineering , vol.5 , pp. 253-271
    • Felice, G.1    Giannini, R.2
  • 22
    • 0002052394 scopus 로고    scopus 로고
    • Plastic-damage model for cyclic loading of concrete structures
    • Lee, J., and, Fenves, G. L. 1998. . " Plastic-damage model for cyclic loading of concrete structures,. " Journal of Engineering Mechanics 124, 892-900.
    • (1998) Journal of Engineering Mechanics , vol.124 , pp. 892-900
    • Lee, J.1    Fenves, G.L.2
  • 25
    • 84867417229 scopus 로고    scopus 로고
    • Capacity interaction in brick masonry under simultaneous in-plane and out-of-plane loads
    • Najafgholipour, M., Maheri, M. R., and, Lourenço, P. B. 2013. . " Capacity interaction in brick masonry under simultaneous in-plane and out-of-plane loads,. " Construction and Building Materials 38, 619-626.
    • (2013) Construction and Building Materials , vol.38 , pp. 619-626
    • Najafgholipour, M.1    Maheri, M.R.2    Lourenço, P.B.3
  • 26
    • 84893789620 scopus 로고    scopus 로고
    • Definition of interaction curves for the in-plane and out-of-plane capacity in brick masonry walls
    • Najafgholipour, M., Maheri, M.R., and, Lourenço, P. 2014. . " Definition of interaction curves for the in-plane and out-of-plane capacity in brick masonry walls,. " Construction and Building Materials 55, 168-182.
    • (2014) Construction and Building Materials , vol.55 , pp. 168-182
    • Najafgholipour, M.1    Maheri, M.R.2    Lourenço, P.3
  • 27
    • 3042696500 scopus 로고    scopus 로고
    • Implementation and validation of a constitutive model for the cyclic behaviour of interface elements
    • Oliveira, D. V., and, Lourenco, P. B. 2004. . " Implementation and validation of a constitutive model for the cyclic behaviour of interface elements,. " Computers & Structures 82, 1451-1461.
    • (2004) Computers & Structures , vol.82 , pp. 1451-1461
    • Oliveira, D.V.1    Lourenco, P.B.2
  • 28
    • 0018005311 scopus 로고
    • Finite element model for masonry
    • Page, A. W. 1978. . " Finite element model for masonry,. " J. Struc. Div. ASCE 104 (8), 1267-1285.
    • (1978) J. Struc. Div. ASCE , vol.104 , Issue.8 , pp. 1267-1285
    • Page, A.W.1
  • 29
    • 56649108024 scopus 로고    scopus 로고
    • Seismic fragility analysis of low-rise unreinforced masonry structures
    • Park, J., Towashiraporn, P., Craig, J. I., and, Goodno, B. J. 2009. . " Seismic fragility analysis of low-rise unreinforced masonry structures,. " Engineering Structures 31, 125-137.
    • (2009) Engineering Structures , vol.31 , pp. 125-137
    • Park, J.1    Towashiraporn, P.2    Craig, J.I.3    Goodno, B.J.4
  • 30
    • 40249116982 scopus 로고    scopus 로고
    • Non-linear seismic analysis and vulnerability evaluation of a masonry building by means of the sap2000 v.10 code
    • Pasticier, L., Amadio, C., and, Fragiacomo, M. 2008. . " Non-linear seismic analysis and vulnerability evaluation of a masonry building by means of the sap2000 v.10 code,. " Earthquake Engineering and Structural Dynamics 37, 467-485.
    • (2008) Earthquake Engineering and Structural Dynamics , vol.37 , pp. 467-485
    • Pasticier, L.1    Amadio, C.2    Fragiacomo, M.3
  • 31
    • 0002724970 scopus 로고
    • Material properties of masonry and its components under tension and shear
    • Neis, V.V., Saskatchewan, S.,. Eds.
    • Pluijm, Vd. 1992. . " Material properties of masonry and its components under tension and shear,. " In: Neis, V.V. askatchewan, S.,. Eds., Proc 6th Canadian Masonry Symposium, Canada,. pp. 675-686.
    • (1992) Proc 6th Canadian Masonry Symposium, Canada , pp. 675-686
    • Pluijm Vd.1
  • 32
    • 0012824478 scopus 로고
    • Shear behavior of bed joints
    • Hamid, A. A. Harris, H. G.,. Eds. Drexel University, Philadelphia, Pennsylvania
    • Pluijm, Vd. 1993. . " Shear behavior of bed joints,. " In: Hamid, A. A. Harris, H. G.,. Eds., 6th North American Masonry Conference, Drexel University, Philadelphia, Pennsylvania,. pp. 125-136.
    • (1993) 6th North American Masonry Conference , pp. 125-136
    • Pluijm Vd.1
  • 34
    • 76949086922 scopus 로고    scopus 로고
    • Finite-element modeling of nonlinear behavior of masonry-infilled rc frames
    • Stavridis, A., and, Shing, P. B. 2010. . " Finite-element modeling of nonlinear behavior of masonry-infilled rc frames,. " Journal of Structural Engineering 136, 285-296.
    • (2010) Journal of Structural Engineering , vol.136 , pp. 285-296
    • Stavridis, A.1    Shing, P.B.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.