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Volumn 25, Issue 12, 2011, Pages 4394-4402

Testing and numerical modelling of buckling failure of masonry walls

Author keywords

Brick masonry wall; Bucking failure; Load bearing capacity; Micro modelling

Indexed keywords

ANALYTICAL METHOD; BRICK MASONRY; BUCKING FAILURE; BUCKLING FAILURE; LABORATORY EXPERIMENTS; LOAD CAPACITY; LOAD ECCENTRICITY; LOAD-BEARING CAPACITY; LOADING ECCENTRICITY; MASONRY WALLS; MICRO-MODELLING; NUMERICAL APPLICATIONS; NUMERICAL MODELLING; NUMERICAL RESEARCH; SATISFACTORY PREDICTIONS; SLENDERNESS RATIOS; ULTIMATE CAPACITY;

EID: 79960231719     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2011.01.007     Document Type: Article
Times cited : (48)

References (40)
  • 1
    • 79960201728 scopus 로고
    • The design of masonry compression members
    • J. Morton The design of masonry compression members Br Masonry Soc Proc 4 1990 106 111
    • (1990) Br Masonry Soc Proc , Issue.4 , pp. 106-111
    • Morton, J.1
  • 2
    • 2242474967 scopus 로고
    • The elastic buckling of brittle columns
    • J.C. Chapman, and J. Slatford The elastic buckling of brittle columns Proc Inst Civil Eng 6 1957 107 125
    • (1957) Proc Inst Civil Eng , vol.6 , pp. 107-125
    • Chapman, J.C.1    Slatford, J.2
  • 3
    • 0015096734 scopus 로고
    • Stability and load capacity of members with no tensile strength
    • F.Y. Yokel Stability and load capacity of members with no tensile strength J Struct Div Proc ASCE 1971
    • (1971) J Struct Div Proc ASCE
    • Yokel, F.Y.1
  • 4
    • 0016472833 scopus 로고
    • Stability of masonry piers
    • R. Frish-Fay Stability of masonry piers Int J Solids Struct 11 2 1975 187 198
    • (1975) Int J Solids Struct , vol.11 , Issue.2 , pp. 187-198
    • Frish-Fay, R.1
  • 5
    • 0018924761 scopus 로고
    • Buckling of masonry pier under its own weight
    • R. Frish-Fay Buckling of masonry pier under its own weight Int J Solids Struct 16 5 1980 445 450
    • (1980) Int J Solids Struct , vol.16 , Issue.5 , pp. 445-450
    • Frish-Fay, R.1
  • 7
    • 0031257891 scopus 로고    scopus 로고
    • Influence of nonlinear constitutive law on masonry pier stability
    • L. La Mendola Influence of nonlinear constitutive law on masonry pier stability J Struct Eng ASCE 123 10 1997 1303 1311 (Pubitemid 127612249)
    • (1997) Journal of Structural Engineering , vol.123 , Issue.10 , pp. 1303-1311
    • La Mendola, L.1
  • 8
    • 0030836141 scopus 로고    scopus 로고
    • FEM and analytical solutions for buckling of nonlinear masonry members
    • S. Ganduscio, and F. Romano FEM and analytical solutions for buckling of nonlinear masonry members J Struct Eng ASCE 123 1 1997 104 111 (Pubitemid 127604155)
    • (1997) Journal of Structural Engineering , vol.123 , Issue.1 , pp. 104-111
    • Ganduscio, S.1    Romano, F.2
  • 9
    • 42749084904 scopus 로고    scopus 로고
    • Stability of nonlinear masonry members under combined load
    • I. Mura Stability of nonlinear masonry members under combined load Comput Struct 86 15-16 2008 1579 1593
    • (2008) Comput Struct , vol.86 , Issue.1516 , pp. 1579-1593
    • Mura, I.1
  • 11
    • 53049091832 scopus 로고    scopus 로고
    • Influence of transverse loading on the stability of slender unreinforced masonry walls
    • J.R. Bean, A.E. Schultz, M. Lu, H.K. Stolarski, and N.J. Ojard Influence of transverse loading on the stability of slender unreinforced masonry walls Eng Struct 30 10 2008 2830 2839
    • (2008) Eng Struct , vol.30 , Issue.10 , pp. 2830-2839
    • Bean, J.R.1    Schultz, A.E.2    Lu, M.3    Stolarski, H.K.4    Ojard, N.J.5
  • 13
    • 0032205174 scopus 로고    scopus 로고
    • Ancient structures and modern analysis: Investigating damage and reconstruction at Pompeii
    • PII S0926580598000703
    • K. Martini Ancient structures and modern analysis: investigating damage and reconstruction at Pompeii Autom Constr 8 1 1998 125 137 (Pubitemid 128350044)
    • (1998) Automation in Construction , vol.8 , Issue.1 , pp. 125-137
    • Martini, K.1
  • 14
    • 14944377144 scopus 로고
    • Effect of eccentricity on the compressive strength of brickwork
    • R. Drysdale, and H. Hamid Effect of eccentricity on the compressive strength of brickwork J Br Ceram Soc 30 1982 140 149
    • (1982) J Br Ceram Soc , vol.30 , pp. 140-149
    • Drysdale, R.1    Hamid, H.2
  • 15
    • 0011058693 scopus 로고
    • Structural performance of clay masonry assemblages built with high-bond organic-modified mortars
    • Watstein D, Allen MH. Structural performance of clay masonry assemblages built with high-bond organic-modified mortars. In: Second international brick masonry conference; 1970. p. 99-112.
    • (1970) Second International Brick Masonry Conference , pp. 99-112
    • Watstein, D.1    Allen, M.H.2
  • 20
    • 0019026468 scopus 로고
    • The design of plain masonry walls
    • J. Ojinaga, and C. Turkstra The design of plain masonry walls Can J Civil Eng 7 2 1980 233 242
    • (1980) Can J Civil Eng , vol.7 , Issue.2 , pp. 233-242
    • Ojinaga, J.1    Turkstra, C.2
  • 21
    • 79960252999 scopus 로고
    • Vertical load bearing masonry - The Danish approach
    • H. Knutsson Vertical load bearing masonry - the Danish approach J Br Mas Soc Masonry Int 5 1 1991 23 26
    • (1991) J Br Mas Soc Masonry Int , vol.5 , Issue.1 , pp. 23-26
    • Knutsson, H.1
  • 22
    • 79960248501 scopus 로고    scopus 로고
    • Simplified non-linear design of unreinforced walls
    • C. Glock, and C. Graubner Simplified non-linear design of unreinforced walls Darmstadt Concr 18 2003
    • (2003) Darmstadt Concr , vol.18
    • Glock, C.1    Graubner, C.2
  • 23
    • 79960276740 scopus 로고    scopus 로고
    • Design of masonry structures. Part 1-1: Common rules for reinforced and unreinforced masonry structures
    • EN 1996-1-1:2005. Eurocode 6 Brussels, Belgium
    • EN 1996-1-1:2005. Eurocode 6. Design of masonry structures. Part 1-1: common rules for reinforced and unreinforced masonry structures. European Committee for Standardization, Brussels, Belgium; 2005.
    • (2005) European Committee for Standardization
  • 24
    • 79960212569 scopus 로고
    • Résistance des murs en béton non-armé soumis a des charges verticals
    • CSTB
    • Kukulski W, Lugez J. Résistance des murs en béton non-armé soumis a des charges verticales. Cahiers 681 CSTB; 1966.
    • (1966) Cahiers , vol.681
    • Kukulski, W.1    Lugez, J.2
  • 25
    • 79960253430 scopus 로고    scopus 로고
    • Comments on the design of masonry bearing walls according to ENV 1996-1-1
    • A.W. Hendry Comments on the design of masonry bearing walls according to ENV 1996-1-1 Br Masonry Soc Proc 8 1998 275 278
    • (1998) Br Masonry Soc Proc , Issue.8 , pp. 275-278
    • Hendry, A.W.1
  • 28
    • 0347694882 scopus 로고
    • Failure of shear-stressed masonry - An enlarged theory, tests and application to shear walls
    • W. Mann, and H. Müller Failure of shear-stressed masonry - an enlarged theory, tests and application to shear walls Proc Br Ceram Soc 1982 223 235
    • (1982) Proc Br Ceram Soc , pp. 223-235
    • Mann, W.1    Müller, H.2
  • 29
    • 0002893727 scopus 로고
    • The strength of brick masonry under biaxial tension compression
    • A.W. Page The strength of brick masonry under biaxial tension compression Int J Masonry Constr 3 1 1983 26 31
    • (1983) Int J Masonry Constr , vol.3 , Issue.1 , pp. 26-31
    • Page, A.W.1
  • 32
    • 79960234897 scopus 로고    scopus 로고
    • Methods of test for masonry units. Part 1: Determination of the compressive strength
    • EN 772-1 Brussels, Belgium
    • EN 772-1. Methods of test for masonry units. Part 1: determination of the compressive strength. European Committee for Standardization, Brussels, Belgium; 2002.
    • (2002) European Committee for Standardization
  • 33
    • 79960230155 scopus 로고    scopus 로고
    • Methods of test for mortar masonry. Part 11: Determination of flexural and compressive strength of hardened mortar
    • EN 1015-11 Brussels, Belgium
    • EN 1015-11. Methods of test for mortar masonry. Part 11: determination of flexural and compressive strength of hardened mortar. European Committee for Standardization, Brussels, Belgium; 1999.
    • (1999) European Committee for Standardization
  • 34
    • 84923215359 scopus 로고    scopus 로고
    • Methods of test for masonry. Part 1: Determination of compressive strength
    • EN 1052-1 Brussels, Belgium
    • EN 1052-1. Methods of test for masonry. Part 1: determination of compressive strength. European Committee for Standardization, Brussels, Belgium; 1999.
    • (1999) European Committee for Standardization
  • 35
    • 0001725915 scopus 로고    scopus 로고
    • Multisurface interface model for analysis of masonry structures
    • P.B. Loureno, and J.G. Rots Multisurface interface model for analysis of masonry structures J Eng Mech 123 7 1997 660 668 (Pubitemid 127603694)
    • (1997) Journal of Engineering Mechanics , vol.123 , Issue.7 , pp. 660-668
    • Lourenco, P.B.1    Rots, J.G.2
  • 37
    • 27744476437 scopus 로고    scopus 로고
    • Dry joint stone masonry walls subjected to in-plane combined loading
    • DOI 10.1061/(ASCE)0733-9445(2005)131:11(1665)
    • P.B. Loureno, D.V. Oliveira, P. Roca, and A. Orduña Dry joint stone masonry walls subjected to in-plane combined loading J Struct Eng ASCE 131 11 2005 1665 1673 (Pubitemid 41604979)
    • (2005) Journal of Structural Engineering , vol.131 , Issue.11 , pp. 1665-1673
    • Lourenco, P.B.1    Oliveira, D.V.2    Roca, P.3    Orduna, A.4
  • 38
    • 79960222873 scopus 로고    scopus 로고
    • EHE-08. Ministerio de Fomento, Madrid, Spain
    • EHE-08. Structural concrete code (in Spanish). Ministerio de Fomento, Madrid, Spain; 2008.
    • (2008) Structural concrete code (in Spanish)
  • 39
    • 0005882815 scopus 로고    scopus 로고
    • Out-of-plane bending of masonry
    • PhD thesis. Eindhoven University of Technology
    • Van der Pluijm R. Out-of-plane bending of masonry. Behaviour and strength. PhD thesis. Eindhoven University of Technology; 1999.
    • (1999) Behaviour and Strength
    • Van Der Pluijm, R.1
  • 40
    • 78649242628 scopus 로고    scopus 로고
    • A user/programmer's guide for the micro-modeling of masonry structures
    • TU Delft no. 03.21.1.31.35. Delft University of Technology, Delft. The Netherlands
    • Loureno PB. A user/programmer's guide for the micro-modeling of masonry structures. TU Delft, report no. 03.21.1.31.35. Delft University of Technology, Delft. The Netherlands; 1996.
    • (1996) Report
    • Loureno, P.B.1


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