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Volumn 86, Issue 15-16, 2008, Pages 1579-1593

Stability of nonlinear masonry members under combined load

Author keywords

Brick walls; Combined load; Instability; Masonry; No tension material; Nonlinear constitutive law

Indexed keywords

BRICK; FINITE DIFFERENCE METHOD; RUNGE KUTTA METHODS; STRUCTURAL LOADS;

EID: 42749084904     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2008.01.003     Document Type: Review
Times cited : (23)

References (35)
  • 1
    • 42749096422 scopus 로고    scopus 로고
    • Angervo K. Über die Knickung und Tragfähigkeit eines exzentrisch gedrückten Pfeilers ohne Zugfeistgkeit. Staatlich Technische Forschungsanstalt, Helsinki; 1954.
    • Angervo K. Über die Knickung und Tragfähigkeit eines exzentrisch gedrückten Pfeilers ohne Zugfeistgkeit. Staatlich Technische Forschungsanstalt, Helsinki; 1954.
  • 2
    • 0015096734 scopus 로고
    • Stability and load capacity of members with no tensile strength
    • Yokel F.Y. Stability and load capacity of members with no tensile strength. J Struct Div ASCE 97 7 (1971) 1913-1976
    • (1971) J Struct Div ASCE , vol.97 , Issue.7 , pp. 1913-1976
    • Yokel, F.Y.1
  • 4
    • 0017491466 scopus 로고
    • Effect of weight on stability of masonry walls
    • Tesfaye E., and Broome T.H. Effect of weight on stability of masonry walls. J Struct Div ASCE 103 5 (1977) 961-970
    • (1977) J Struct Div ASCE , vol.103 , Issue.5 , pp. 961-970
    • Tesfaye, E.1    Broome, T.H.2
  • 5
    • 0018924761 scopus 로고
    • Buckling of masonry pier under its own weight
    • Frish-Fay R. 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
  • 6
    • 0027607999 scopus 로고
    • Stability of masonry piers under their own weight and eccentric load
    • LaMendola L., and Papia M. Stability of masonry piers under their own weight and eccentric load. J Struct Eng ASCE 119 6 (1993) 1678-1693
    • (1993) J Struct Eng ASCE , vol.119 , Issue.6 , pp. 1678-1693
    • LaMendola, L.1    Papia, M.2
  • 7
    • 0030836141 scopus 로고    scopus 로고
    • FEM and analytical solutions for buckling of nonlinear masonry members
    • Ganduscio S., and Romano F. FEM and analytical solutions for buckling of nonlinear masonry members. J Struct Eng ASCE 123 1 (1997) 104-111
    • (1997) J Struct Eng ASCE , vol.123 , Issue.1 , pp. 104-111
    • Ganduscio, S.1    Romano, F.2
  • 8
    • 0031257891 scopus 로고    scopus 로고
    • Influence of nonlinear constitutive law on masonry pier stability
    • La Mendola L. Influence of nonlinear constitutive law on masonry pier stability. J Struct Eng ASCE 123 1 (1997) 1303-1311
    • (1997) J Struct Eng ASCE , vol.123 , Issue.1 , pp. 1303-1311
    • La Mendola, L.1
  • 9
    • 13944264266 scopus 로고    scopus 로고
    • Analysis of the influence of tensile strength on the stability of eccentrically compressed slender unreinforced masonry walls under lateral loads
    • Lu M., Schultz A.E., and Stolarsky H.K. Analysis of the influence of tensile strength on the stability of eccentrically compressed slender unreinforced masonry walls under lateral loads. J Struct Eng ASCE 130 6 (2004) 921-933
    • (2004) J Struct Eng ASCE , vol.130 , Issue.6 , pp. 921-933
    • Lu, M.1    Schultz, A.E.2    Stolarsky, H.K.3
  • 10
    • 18144386858 scopus 로고    scopus 로고
    • Application of the arc-length method for the stability analysis of solid unreinforced masonry walls under lateral loads
    • Lu M., Schultz A.E., and Stolarsky H.K. Application of the arc-length method for the stability analysis of solid unreinforced masonry walls under lateral loads. Eng Struct 27 (2005) 909-919
    • (2005) Eng Struct , vol.27 , pp. 909-919
    • Lu, M.1    Schultz, A.E.2    Stolarsky, H.K.3
  • 11
    • 19044383344 scopus 로고    scopus 로고
    • Post-buckling analysis of slender elastic vertical rods subjected to terminal forces and self-weight
    • Vaz M.A., and Mascaro G.H.W. Post-buckling analysis of slender elastic vertical rods subjected to terminal forces and self-weight. Int J Non-Linear Mech 40 (2005) 1049-1056
    • (2005) Int J Non-Linear Mech , vol.40 , pp. 1049-1056
    • Vaz, M.A.1    Mascaro, G.H.W.2
  • 12
    • 0035401389 scopus 로고    scopus 로고
    • Post-buckling of uniform cantilever column under a combined load
    • Kyungwoo L. Post-buckling of uniform cantilever column under a combined load. Int J Non-Linear Mech 36 (2001) 813-816
    • (2001) Int J Non-Linear Mech , vol.36 , pp. 813-816
    • Kyungwoo, L.1
  • 13
    • 33344471794 scopus 로고    scopus 로고
    • Lateral stiffness of unreinforced masonry circular columns under cracked conditions
    • Gürel M.A., Kisa M., and Çili F. Lateral stiffness of unreinforced masonry circular columns under cracked conditions. Turkish J Eng Environ Sci 30 (2006) 57-68
    • (2006) Turkish J Eng Environ Sci , vol.30 , pp. 57-68
    • Gürel, M.A.1    Kisa, M.2    Çili, F.3
  • 14
    • 42749088634 scopus 로고    scopus 로고
    • Powell B, Hodgkinson HR. The determination of stress/strain relationship of brickwork. In: Proceedings of the 4th international brick masonry conference, Brugge; 1976. p. 26-8.
    • Powell B, Hodgkinson HR. The determination of stress/strain relationship of brickwork. In: Proceedings of the 4th international brick masonry conference, Brugge; 1976. p. 26-8.
  • 15
    • 0020746873 scopus 로고
    • Stress-strain curves for unconfined and confined concrete masonry
    • Priestley M.J.N., and Elder D.M. Stress-strain curves for unconfined and confined concrete masonry. ACI J 80 3 (1983) 192-201
    • (1983) ACI J , vol.80 , Issue.3 , pp. 192-201
    • Priestley, M.J.N.1    Elder, D.M.2
  • 16
    • 0024685188 scopus 로고
    • Behavior of brick masonry under cyclic compressive loading
    • Naraine K., and Sinha S. Behavior of brick masonry under cyclic compressive loading. J Struct Eng ASCE 115 6 (1989) 1432-1445
    • (1989) J Struct Eng ASCE , vol.115 , Issue.6 , pp. 1432-1445
    • Naraine, K.1    Sinha, S.2
  • 17
    • 42749091421 scopus 로고    scopus 로고
    • Pume D. Stress-strain relationships of masonry made from Czech clay units produced between 1955 and 1992. In: Pande GM, Middleton J, Kralj B, editors. Computer methods in structural masonry - 4. London: E&FN; 1998.
    • Pume D. Stress-strain relationships of masonry made from Czech clay units produced between 1955 and 1992. In: Pande GM, Middleton J, Kralj B, editors. Computer methods in structural masonry - 4. London: E&FN; 1998.
  • 18
    • 42749090484 scopus 로고    scopus 로고
    • ENV 1992-1-1: Eurocode 2: Design of concrete structures - Part 1: General rules and rules for building; January 2001.
    • ENV 1992-1-1: Eurocode 2: Design of concrete structures - Part 1: General rules and rules for building; January 2001.
  • 19
    • 42749089793 scopus 로고    scopus 로고
    • Kirtschig K, Feldhaus P, Gallenkemper B, Shöner W. Aufbereitung eines Traglastverfahrens für den Mauerwerksbau. Mitteilungen aus dem Institut für Baustoffkunde und materialprüfung der Technischen Universität Hannover, Helft 30, Hannover; 1975.
    • Kirtschig K, Feldhaus P, Gallenkemper B, Shöner W. Aufbereitung eines Traglastverfahrens für den Mauerwerksbau. Mitteilungen aus dem Institut für Baustoffkunde und materialprüfung der Technischen Universität Hannover, Helft 30, Hannover; 1975.
  • 20
    • 42749090994 scopus 로고    scopus 로고
    • Kirtschig K. Zur Tragfähigkeit von Mauerwerk bei mittiger Druckbeanspruchung. Mitteilungen aus dem Institut für Baustoffkunde und Materialprüfung der Technischen Universität Hannover, Helft 31, Hannover; 1975.
    • Kirtschig K. Zur Tragfähigkeit von Mauerwerk bei mittiger Druckbeanspruchung. Mitteilungen aus dem Institut für Baustoffkunde und Materialprüfung der Technischen Universität Hannover, Helft 31, Hannover; 1975.
  • 21
    • 34250322026 scopus 로고
    • Zur Tragfahigkeit von Mauerwerk bei vertikaler Belastung - Traglastverfahren
    • Kirtschig K. Zur Tragfahigkeit von Mauerwerk bei vertikaler Belastung - Traglastverfahren. Mauerwerk-Kalender 1 (1976) 287-321
    • (1976) Mauerwerk-Kalender , vol.1 , pp. 287-321
    • Kirtschig, K.1
  • 22
    • 42749088858 scopus 로고
    • Traglastnachweis für Mauerwerk nach Theorie II.Ordnung mit Hilfe einer nichtlinearen Momenten-Krümmungs-Bezieung
    • Bastgen K.J. Traglastnachweis für Mauerwerk nach Theorie II.Ordnung mit Hilfe einer nichtlinearen Momenten-Krümmungs-Bezieung. Bautechnik 55 (1978) 340-344
    • (1978) Bautechnik , vol.55 , pp. 340-344
    • Bastgen, K.J.1
  • 23
    • 42749087561 scopus 로고    scopus 로고
    • Sawko F. Numerical solution of eccentrically loaded struts in no-tension material. In: Proceedings of the 2nd international conference on Num. Meth. in Fracture Mech., Swansea; 1981. p. 1-20.
    • Sawko F. Numerical solution of eccentrically loaded struts in no-tension material. In: Proceedings of the 2nd international conference on Num. Meth. in Fracture Mech., Swansea; 1981. p. 1-20.
  • 24
    • 42749087027 scopus 로고    scopus 로고
    • Sawko F. Numerical analysis of walls under compressive loading. In: West HWH, editor. Proceedings of the British ceramic society, Load bearing brickwork, vol. 7; 1982. p. 213-22.
    • Sawko F. Numerical analysis of walls under compressive loading. In: West HWH, editor. Proceedings of the British ceramic society, Load bearing brickwork, vol. 7; 1982. p. 213-22.
  • 25
    • 42749089944 scopus 로고    scopus 로고
    • Sawko F, Towler K. Numerical analysis of walls and piers with different end conditions. In: Proceedings of the 6th international brick masonry conference, Rome; 1982. p. 412-21.
    • Sawko F, Towler K. Numerical analysis of walls and piers with different end conditions. In: Proceedings of the 6th international brick masonry conference, Rome; 1982. p. 412-21.
  • 26
    • 42749088859 scopus 로고    scopus 로고
    • Jäger W, Vassilev T, Baier G, Pflücke T, Morlack F. Knicksicherheit von Mauerwerk nach EC 6 - Untersuchungen zur Knicksicherheit von Mauerwerksbauteilen mit Berücksichtigung großer Exzentrizitäten und nichtlinearer Spannungs-Dehnungs-Beziehungen nach ENV 1996-1-1. Forschungsbericht Technische Universität Dresden, Fakultät Architektur, Lehrstuhl Tragwerksplanung. Stuttgard: IRB Verlag; 2002.
    • Jäger W, Vassilev T, Baier G, Pflücke T, Morlack F. Knicksicherheit von Mauerwerk nach EC 6 - Untersuchungen zur Knicksicherheit von Mauerwerksbauteilen mit Berücksichtigung großer Exzentrizitäten und nichtlinearer Spannungs-Dehnungs-Beziehungen nach ENV 1996-1-1. Forschungsbericht Technische Universität Dresden, Fakultät Architektur, Lehrstuhl Tragwerksplanung. Stuttgard: IRB Verlag; 2002.
  • 28
    • 0021387055 scopus 로고
    • On the stiffness properties of masonry. Technical note 397
    • Sawko F., and Rouf M.A. On the stiffness properties of masonry. Technical note 397. Proc Inst Civ Eng 77 2 (1984) 1-12
    • (1984) Proc Inst Civ Eng , vol.77 , Issue.2 , pp. 1-12
    • Sawko, F.1    Rouf, M.A.2
  • 29
    • 42749085406 scopus 로고    scopus 로고
    • Vassilev T, Jager W, Pflucke T. Nonlinear transfer matrix model for the assessment of masonry buckling behaviour. In: Proceedings of the 6th international masonry conference, London; 2002. p. 512-7.
    • Vassilev T, Jager W, Pflucke T. Nonlinear transfer matrix model for the assessment of masonry buckling behaviour. In: Proceedings of the 6th international masonry conference, London; 2002. p. 512-7.
  • 30
    • 33747266884 scopus 로고    scopus 로고
    • Mura I. Secant Stiffness for no-tension masonry walls having a non-linear constitutive law. In: Brebbia CA, Torpiano A, editors. Structural studies, repairs and maintenance of heritage architecture, vol. IX. Southampton (UK): WITT Press; 2005.
    • Mura I. Secant Stiffness for no-tension masonry walls having a non-linear constitutive law. In: Brebbia CA, Torpiano A, editors. Structural studies, repairs and maintenance of heritage architecture, vol. IX. Southampton (UK): WITT Press; 2005.
  • 31
    • 80053409060 scopus 로고    scopus 로고
    • Mura I. Stability of no-tension masonry walls having a non-linear constitutive law. In: Topping BHV, editor. Proceedings of the tenth international conference on civil, structural and environmental engineering computing. Stirling (UK): Civil-Comp Press; 2005. Paper 192.
    • Mura I. Stability of no-tension masonry walls having a non-linear constitutive law. In: Topping BHV, editor. Proceedings of the tenth international conference on civil, structural and environmental engineering computing. Stirling (UK): Civil-Comp Press; 2005. Paper 192.
  • 32
    • 2242480321 scopus 로고
    • Quasi-analytical method for the analysis of a masonry column with a non-linear stress-strain law
    • Frish-Fay R. Quasi-analytical method for the analysis of a masonry column with a non-linear stress-strain law. Int J Masonry Constr 2 (1981) 41-46
    • (1981) Int J Masonry Constr , vol.2 , pp. 41-46
    • Frish-Fay, R.1
  • 33
    • 43949152886 scopus 로고
    • Global optimization of statistical functions with simulated annealing
    • Goffe B., Ferrier, and Rogers. Global optimization of statistical functions with simulated annealing. J Econom 60 1/2 (1994) 65-100
    • (1994) J Econom , vol.60 , Issue.1-2 , pp. 65-100
    • Goffe, B.1    Ferrier2    Rogers3
  • 34
    • 42749084415 scopus 로고    scopus 로고
    • ®7. 24 Prime Park (Natik, MA); 2007.
    • ®7. 24 Prime Park (Natik, MA); 2007.
  • 35
    • 42749088259 scopus 로고    scopus 로고
    • Shampine LF, Kierzenka J, Reiechelt MW. Solving boundary value problems for ordinary differential equations in Matlab with bvp4c. 3 Apple Hill Drive (Natik, MA): The Mathworks, Inc.; 2000. p. 1-27.
    • Shampine LF, Kierzenka J, Reiechelt MW. Solving boundary value problems for ordinary differential equations in Matlab with bvp4c. 3 Apple Hill Drive (Natik, MA): The Mathworks, Inc.; 2000. p. 1-27.


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