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Volumn 123, Issue 10, 1997, Pages 1303-1311

Influence of nonlinear constitutive law on masonry pier stability

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; COMPRESSION TESTING; MASONRY CONSTRUCTION; MATHEMATICAL MODELS; STABILITY; STRAIN; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

EID: 0031257891     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1997)123:10(1303)     Document Type: Article
Times cited : (36)

References (12)
  • 1
    • 5544224141 scopus 로고
    • Cyclic compressive loading response of brick masonry
    • Choubey, U. B., and Sinha, S. N. (1991). "Cyclic compressive loading response of brick masonry." Masonry Int., 4(3), 94-98.
    • (1991) Masonry Int. , vol.4 , Issue.3 , pp. 94-98
    • Choubey, U.B.1    Sinha, S.N.2
  • 2
    • 0016472833 scopus 로고
    • Stability of masonry piers
    • Frisch-Fay, R. (1975). "Stability of masonry piers." Int. J. Solids and Struct., 11(2), 187-198.
    • (1975) Int. J. Solids and Struct. , vol.11 , Issue.2 , pp. 187-198
    • Frisch-Fay, R.1
  • 3
    • 0018924761 scopus 로고
    • Buckling of masonry pier under its own weight
    • Frisch-Fay, R. (1980). "Buckling of masonry pier under its own weight." Int. J. Solids and Struct., 16(5), 445-450.
    • (1980) Int. J. Solids and Struct. , vol.16 , Issue.5 , pp. 445-450
    • Frisch-Fay, R.1
  • 4
    • 2242480321 scopus 로고
    • Quasi-analytical method for the analysis of a masonry column with a nonlinear stress-strain law
    • Frisch-Fay, R. (1981). "Quasi-analytical method for the analysis of a masonry column with a nonlinear stress-strain law." Int. J. Masonry Constr., 2(1), 41-46.
    • (1981) Int. J. Masonry Constr. , vol.2 , Issue.1 , pp. 41-46
    • Frisch-Fay, R.1
  • 6
    • 0027607999 scopus 로고
    • Stability of masonry piers under their own weight and eccentric load
    • ASCE
    • La Mendola, L., and Papia, M. (1993). "Stability of masonry piers under their own weight and eccentric load." J. Struct. Engrg., ASCE, 119(6), 1678-1693.
    • (1993) J. Struct. Engrg. , vol.119 , Issue.6 , pp. 1678-1693
    • La Mendola, L.1    Papia, M.2
  • 7
    • 0029411370 scopus 로고
    • Stability of masonry walls subjected to seismic transverse forces
    • ASCE
    • La Mendola, L., Papia, M., and Zingone, G. (1995). "Stability of masonry walls subjected to seismic transverse forces". J. Struct. Engrg., ASCE, 121(11), 1581-1587.
    • (1995) J. Struct. Engrg. , vol.121 , Issue.11 , pp. 1581-1587
    • La Mendola, L.1    Papia, M.2    Zingone, G.3
  • 8
    • 0024685188 scopus 로고
    • Behavior of brick masonry under cyclic compressive loading
    • ASCE
    • Naraine, K., and Sinha, S. (1989). "Behavior of brick masonry under cyclic compressive loading." J. Struct. Engrg., ASCE, 115(6), 1432-1445.
    • (1989) J. Struct. Engrg. , vol.115 , Issue.6 , pp. 1432-1445
    • Naraine, K.1    Sinha, S.2
  • 9
    • 0027147815 scopus 로고
    • Cracked nonlinear masonry stability under vertical and lateral loads
    • ASCE
    • Romano, F., Ganduscio, S., and Zingone, G. (1993). "Cracked nonlinear masonry stability under vertical and lateral loads." J. Struct. Engrg., ASCE, 119(1), 69-87.
    • (1993) J. Struct. Engrg. , vol.119 , Issue.1 , pp. 69-87
    • Romano, F.1    Ganduscio, S.2    Zingone, G.3
  • 10
    • 5344256974 scopus 로고
    • Transversely loaded compression members made of materials having no tensile strength
    • Verlag Leemann, Zurich, Switzerland
    • Shalin, S. (1961). "Transversely loaded compression members made of materials having no tensile strength." Trans., IABSE, Int. Assn. for Bridge and Struct. Engrg., Vol. XXI, Verlag Leemann, Zurich, Switzerland, 243-253.
    • (1961) Trans., IABSE, Int. Assn. for Bridge and Struct. Engrg. , vol.21 , pp. 243-253
    • Shalin, S.1
  • 11
    • 0017491466 scopus 로고
    • Effect of weight on stability of masonry walls
    • ASCE
    • Tesfaye, E., and Broome, T. H. (1977). "Effect of weight on stability of masonry walls." J. Struct. Div., ASCE, 103(50), 961-970.
    • (1977) J. Struct. Div. , vol.103 , Issue.50 , pp. 961-970
    • Tesfaye, E.1    Broome, T.H.2
  • 12
    • 0015096734 scopus 로고
    • Stability and load capacity of members with no tensile strength
    • ASCE
    • Yokel, F. Y. (1971). "Stability and load capacity of members with no tensile strength." J. Struct. Div., ASCE, 97(7), 1913-1926.
    • (1971) J. Struct. Div. , vol.97 , Issue.7 , pp. 1913-1926
    • Yokel, F.Y.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.