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Volumn 27, Issue 8, 2005, Pages 1175-1184

Experimental and analytical response of masonry elements under eccentric vertical loads

Author keywords

Eccentric loads; Flexural bearing capacity; Masonry walls; Nonlinear behaviour

Indexed keywords

BENDING STRENGTH; DYNAMIC RESPONSE; STRAIN; STRESS ANALYSIS; STRUCTURAL LOADS; WALLS (STRUCTURAL PARTITIONS);

EID: 19044370021     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.02.012     Document Type: Article
Times cited : (56)

References (12)
  • 1
    • 0015096734 scopus 로고
    • Stability and capacity of members with no tensile strength
    • ASCE
    • F.Y. Yokel Stability and capacity of members with no tensile strength Journal of the Structural Division, ASCE 97 1971 1913-1926
    • (1971) Journal of the Structural Division , vol.97 , pp. 1913-1926
    • Yokel, F.Y.1
  • 3
    • 0020720915 scopus 로고
    • Capacity of concrete block masonry under eccentric compressive loading
    • R.G. Drysdale A.A. Hamid Capacity of concrete block masonry under eccentric compressive loading ACI Journal 80 1983 102-108
    • (1983) ACI Journal , vol.80 , pp. 102-108
    • Drysdale, R.G.1    Hamid, A.A.2
  • 4
    • 0019038874 scopus 로고
    • Failure modes for eccentrically loaded concrete block masonry walls
    • M. Hatzinikolas J. Longworth J. Warwaruk Failure modes for eccentrically loaded concrete block masonry walls ACI Journal 77 1980 258-263
    • (1980) ACI Journal , vol.77 , pp. 258-263
    • Hatzinikolas, M.1    Longworth, J.2    Warwaruk, J.3
  • 9
    • 0031257891 scopus 로고    scopus 로고
    • Influence of nonlinear constitutive law on masonry pier stability
    • ASCE
    • L. La Mendola Influence of nonlinear constitutive law on masonry pier stability Journal of Structural Engineering, ASCE 123 10 1997 1303-1311
    • (1997) Journal of Structural Engineering , vol.123 , Issue.10 , pp. 1303-1311
    • La Mendola, L.1
  • 11
    • 0036794408 scopus 로고    scopus 로고
    • General stress-strain model for concrete or masonry response under uniaxial cyclic compression
    • L. La Mendola M. Papia General stress-strain model for concrete or masonry response under uniaxial cyclic compression Structural Engineering and Mechanics Journal 14 4 2002 435-454
    • (2002) Structural Engineering and Mechanics Journal , vol.14 , Issue.4 , pp. 435-454
    • La Mendola, L.1    Papia, M.2
  • 12
    • 0003831409 scopus 로고
    • Stress-strain relationship for concrete and analysis of structural concrete sections
    • M.Z. Cohn, editor. University of Waterloo Waterloo (Ontario)
    • M. Sargin Stress-strain relationship for concrete and analysis of structural concrete sections In: M.Z. Cohn, editor. Study N.4, Solid Mechanics Division 1971 University of Waterloo Waterloo (Ontario)
    • (1971) Study N.4, Solid Mechanics Division
    • Sargin, M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.