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Volumn 35, Issue 6, 2008, Pages 567-573

Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls

Author keywords

Finite elements; Masonry; Shear strength; Vertical interfaces; Vertical loads; Walls

Indexed keywords

BOUNDARY CONDITIONS; BOUNDARY ELEMENT METHOD; BOUNDARY VALUE PROBLEMS; CLAY MINERALS; FINITE ELEMENT METHOD; FOUNDATIONS; MASONRY CONSTRUCTION; MASONRY MATERIALS; NUMERICAL ANALYSIS; RETAINING WALLS; SHEARING MACHINES; STRENGTH OF MATERIALS; TESTING; WALLS (STRUCTURAL PARTITIONS);

EID: 46749085127     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/L07-139     Document Type: Article
Times cited : (6)

References (13)
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    • July, Edited by M.C. Griffith. Adelaide University, Adelaide, SA, Australia, pp
    • Camacho, J.S., Ramalho, M.A., and Andolfato, R.P. 2001. An experimental study of the interaction among walls submitted to vertical loads. In Proceedings of the 6th Australasian Masonry Conference, Adelaide, SA, Australia, 12-13 July 2001. Edited by M.C. Griffith. Adelaide University, Adelaide, SA, Australia, pp. 95-104.
    • (2001) Proceedings of the 6th Australasian Masonry Conference, Adelaide, SA, Australia, 12-13 , pp. 95-104
    • Camacho, J.S.1    Ramalho, M.A.2    Andolfato, R.P.3
  • 5
    • 46749109980 scopus 로고    scopus 로고
    • Shear strength of vertical interfaces of intersecting walls, 2007
    • St. Louis, Mo, 3-6 June, The Masonry Society, Boulder, Colo, pp
    • Capuzzo Neto, V., Corrěa, M.R.S., and Ramalho, M.A. 2007. Shear strength of vertical interfaces of intersecting walls, 2007. In Proceedings of the 10th North American Masonry Conference, St. Louis, Mo., 3-6 June 2007. The Masonry Society, Boulder, Colo., pp. 872-883.
    • (2007) Proceedings of the 10th North American Masonry Conference , pp. 872-883
    • Capuzzo Neto, V.1    Corrěa, M.R.S.2    Ramalho, M.A.3
  • 8
    • 0034291217 scopus 로고    scopus 로고
    • Shear in plain, bed joint reinforced, and post-tensioned masonry
    • doi: 10.1139/cjce-27-5-1021
    • Lissel, S.L., Shrive, N.G., and Page, A.W. 2000. Shear in plain, bed joint reinforced, and post-tensioned masonry. Canadian Journal of Civil Engineering, 27(5): 1021-1030. doi: 10.1139/cjce-27-5-1021.
    • (2000) Canadian Journal of Civil Engineering , vol.27 , Issue.5 , pp. 1021-1030
    • Lissel, S.L.1    Shrive, N.G.2    Page, A.W.3
  • 10
    • 46749111819 scopus 로고    scopus 로고
    • Numerical study of failure initiation in different joint shear tests
    • Riddington, J.R., Fong, K.H., and Jukes, P. 1997. Numerical study of failure initiation in different joint shear tests. Masonry International, 11(2): 44-50.
    • (1997) Masonry International , vol.11 , Issue.2 , pp. 44-50
    • Riddington, J.R.1    Fong, K.H.2    Jukes, P.3
  • 12
    • 46749090804 scopus 로고    scopus 로고
    • M.Sc. dissertation. University of Newcastle, Newcastle, NSW, Australia
    • Simundic, G. 1997. Diaphragm walls. M.Sc. dissertation. University of Newcastle, Newcastle, NSW, Australia.
    • (1997) Diaphragm walls
    • Simundic, G.1
  • 13
    • 46749140232 scopus 로고    scopus 로고
    • Swanson Analysis Systems Inc. 1990. Reference manual, for ANSYS-386/ED revision 4.4. Swanson Analysis Systems Inc., Canonsburg, Pa.
    • Swanson Analysis Systems Inc. 1990. Reference manual, for ANSYS-386/ED revision 4.4. Swanson Analysis Systems Inc., Canonsburg, Pa.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.