메뉴 건너뛰기




Volumn 131, Issue 11, 2005, Pages 1665-1673

Dry joint stone masonry walls subjected to in-plane combined loading

Author keywords

Finite elements; Joints; Laboratory tests; Masonry; Numerical models; Shear walls; Stiffness; Structural analysis

Indexed keywords

FINITE ELEMENT; JOINTS; LABORATORY TESTS; NUMERICAL MODELS;

EID: 27744476437     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:11(1665)     Document Type: Article
Times cited : (126)

References (17)
  • 1
    • 0032141962 scopus 로고    scopus 로고
    • Limit analysis for no-tension and frictional three-dimensional discrete systems
    • Baggio, C., and Trovalusci, P. (1998). "Limit analysis for no-tension and frictional three-dimensional discrete systems." Mech. Struct. Mach., 26(3), 287-304.
    • (1998) Mech. Struct. Mach. , vol.26 , Issue.3 , pp. 287-304
    • Baggio, C.1    Trovalusci, P.2
  • 2
    • 0019352640 scopus 로고
    • Experimental studies of scale effects on the shear behaviour of rock joints
    • Bandis, S., Lumsden, A. C., and Barton, N. R. (1981). "Experimental studies of scale effects on the shear behaviour of rock joints." Int. J. Rock Mech. Min. Sci., 18(1), 1-21.
    • (1981) Int. J. Rock Mech. Min. Sci. , vol.18 , Issue.1 , pp. 1-21
    • Bandis, S.1    Lumsden, A.C.2    Barton, N.R.3
  • 3
    • 0035840306 scopus 로고    scopus 로고
    • Micromechanical analysis of quasi-brittle materials using fracture-based interface elements
    • Carol, I., Löpez, C., and Roa, O. (2001). "Micromechanical analysis of quasi-brittle materials using fracture-based interface elements." Int. J. Numer. Methods Eng., 52(1-2), 193-215.
    • (2001) Int. J. Numer. Methods Eng. , vol.52 , Issue.1-2 , pp. 193-215
    • Carol, I.1    Löpez, C.2    Roa, O.3
  • 4
    • 84912529582 scopus 로고
    • CEB-FIP model code 1990
    • Lausanne, Switzerland
    • Comité Euro-International du Béton (CEB-FIP). (1990). "CEB-FIP Model Code 1990." Bulletin d'information 195/196. Lausanne, Switzerland.
    • (1990) Bulletin d'Information , vol.195-196
  • 5
    • 0026851050 scopus 로고
    • Numerical modeling of discontinua
    • Cundall, P. A., and Hart, R. D. (1992). "Numerical modeling of discontinua." Eng. Comput., 9, 101-113.
    • (1992) Eng. Comput. , vol.9 , pp. 101-113
    • Cundall, P.A.1    Hart, R.D.2
  • 6
    • 0012606999 scopus 로고
    • Rigid-block analysis of masonry structures
    • Gilbert, M., and Melbourne, C. (1994). "Rigid-block analysis of masonry structures." Struct. Eng. 72(21), 356-361.
    • (1994) Struct. Eng. , vol.72 , Issue.21 , pp. 356-361
    • Gilbert, M.1    Melbourne, C.2
  • 7
    • 0242266285 scopus 로고    scopus 로고
    • Discrete element modeling of the seismic behavior of stone masonry arches
    • G. N. Pande. J. Middleton, and B. Kralj, eds., E & FN Spon, London
    • Lemos, J. V. (1997). "Discrete element modeling of the seismic behavior of stone masonry arches." Computer methods in structural masonry, G. N. Pande. J. Middleton, and B. Kralj, eds., E & FN Spon, London, 4, 220-227.
    • (1997) Computer Methods in Structural Masonry , vol.4 , pp. 220-227
    • Lemos, J.V.1
  • 8
    • 0028315781 scopus 로고
    • Interface model applied to fracture of masonry structures
    • Lotfi, H., and Shing, P. B. (1994). "Interface model applied to fracture of masonry structures." J. Struct. Eng., 120(1), 63-80.
    • (1994) J. Struct. Eng. , vol.120 , Issue.1 , pp. 63-80
    • Lotfi, H.1    Shing, P.B.2
  • 9
    • 3042742490 scopus 로고    scopus 로고
    • Characterization of cyclic behavior of dry masonry joints
    • Lourenço, P. B., and Ramos, L. F. (2004). "Characterization of cyclic behavior of dry masonry joints." J. Struct. Eng., 130(5), 779-786.
    • (2004) J. Struct. Eng. , vol.130 , Issue.5 , pp. 779-786
    • Lourenço, P.B.1    Ramos, L.F.2
  • 10
    • 0001725915 scopus 로고    scopus 로고
    • Multisurface interface model for the analysis of masonry structures
    • Lourenço, P. B., and Rots, J. G. (1997). "Multisurface interface model for the analysis of masonry structures." J. Eng. Mech., 123(7), 660-668.
    • (1997) J. Eng. Mech. , vol.123 , Issue.7 , pp. 660-668
    • Lourenço, P.B.1    Rots, J.G.2
  • 11
    • 27744467665 scopus 로고
    • Structural diagnosis and rehabilitation of historical buildings
    • Macchi, G. (1992). "Structural diagnosis and rehabilitation of historical buildings." Cuadernos Intemac, 7.
    • (1992) Cuadernos Intemac , pp. 7
    • Macchi, G.1
  • 12
    • 0347694882 scopus 로고
    • Failure of shear-stressed masonry-an enlarged theory, tests and application to shear walls
    • Mann, W., and Müller, H. (1982). "Failure of shear-stressed masonry-an enlarged theory, tests and application to shear walls." Proc. Br. Ceram. Soc., 30, 223-235.
    • (1982) Proc. Br. Ceram. Soc. , vol.30 , pp. 223-235
    • Mann, W.1    Müller, H.2
  • 14
    • 10844253115 scopus 로고    scopus 로고
    • Cap model for limit analysis and strengthening of masonry structures
    • Orduña, A., and Lourenço, P. B. (2003). "Cap model for limit analysis and strengthening of masonry structures." J. Struct. Eng., 129(10), 1367-1375.
    • (2003) J. Struct. Eng. , vol.129 , Issue.10 , pp. 1367-1375
    • Orduña, A.1    Lourenço, P.B.2
  • 17
    • 0022107416 scopus 로고
    • Rock joint compliance tests for compression and shear loads
    • Sun. Z., Gerrard, C., and Stephensson, O. (1985). "Rock joint compliance tests for compression and shear loads." Int. J. Rock Mech. Min. Sci., 22(4), 197-213.
    • (1985) Int. J. Rock Mech. Min. Sci. , vol.22 , Issue.4 , pp. 197-213
    • Sun, Z.1    Gerrard, C.2    Stephensson, O.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.