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Volumn 128, Issue 11, 2002, Pages 1454-1461

Probabilistic crack prediction for masonry structures on expansive soils

Author keywords

Cracking; Masonry; Probability; Serviceability; Structural reliability

Indexed keywords

BRITTLENESS; COMPUTER SIMULATION; CRACK INITIATION; FOUNDATIONS; PROBABILITY; SOILS; STRUCTURAL ANALYSIS;

EID: 1642357834     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (9)

References (12)
  • 1
    • 1642273320 scopus 로고
    • Masters thesis, Dept. of Civil, Surveying and Environmental Engineering, Univ. of Newcastle, Callaghan, Australia
    • Bryant, I. (1993). "Serviceability of masonry walls subjected to foundation movements." Masters thesis, Dept. of Civil, Surveying and Environmental Engineering, Univ. of Newcastle, Callaghan, Australia.
    • (1993) Serviceability of Masonry Walls Subjected to Foundation Movements
    • Bryant, I.1
  • 4
    • 10844290104 scopus 로고    scopus 로고
    • A numerical model for cracking in masonry for use in reliability modeling
    • sponsored by the Univ. of Alberta, and the Canadian Masonry Research Institute, Edmonton, Alberta, Canada
    • Masia, M. J., and Kleeman, P. W. (1998). "A numerical model for cracking in masonry for use in reliability modeling." Proc., 8th Canadian Masonry Symposium, Jasper, Alberta, sponsored by the Univ. of Alberta, and the Canadian Masonry Research Institute, Edmonton, Alberta, Canada, 84-95.
    • (1998) Proc., 8th Canadian Masonry Symposium, Jasper, Alberta , pp. 84-95
    • Masia, M.J.1    Kleeman, P.W.2
  • 6
    • 0028668341 scopus 로고
    • California housing damage related to expansive soils
    • Meehan, R. L., and Karp, L. B. (1994). "California housing damage related to expansive soils." J. Perform. Constr. Facil, 8(2), 139-157.
    • (1994) J. Perform. Constr. Facil , vol.8 , Issue.2 , pp. 139-157
    • Meehan, R.L.1    Karp, L.B.2
  • 8
    • 1642349736 scopus 로고    scopus 로고
    • PhD thesis, Dept. of Civil, Surveying and Environmental Engineering, Univ. of Newcastle, Callaghan, Australia
    • Muniruzzaman, A. R. M. (1997). "A study of the serviceability behaviour of masonry." PhD thesis, Dept. of Civil, Surveying and Environmental Engineering, Univ. of Newcastle, Callaghan, Australia.
    • (1997) A Study of the Serviceability Behaviour of Masonry
    • Muniruzzaman, A.R.M.1
  • 9
    • 10844258530 scopus 로고    scopus 로고
    • The role of the damp proof courses in the serviceability behavior of masonry structures
    • Muniruzzaman, A. R. M., Page, A. W., and Kleeman, P. W. (1999). "The role of the damp proof courses in the serviceability behavior of masonry structures." Masonry Int., 13(1), 17-21.
    • (1999) Masonry Int. , vol.13 , Issue.1 , pp. 17-21
    • Muniruzzaman, A.R.M.1    Page, A.W.2    Kleeman, P.W.3
  • 10
    • 10844297680 scopus 로고    scopus 로고
    • Residential slabs and footings - Construction
    • Homebush, Australia
    • Standards Association of Australia. (1996). "Residential slabs and footings - construction." Australian Standard AS2870-1996, Homebush, Australia.
    • (1996) Australian Standard AS2870-1996
  • 11
    • 0031863834 scopus 로고    scopus 로고
    • An infiltration model to predict suction changes in the soil profile
    • Totoev, Y. Z., and Kleeman, P. W. (1998). "An infiltration model to predict suction changes in the soil profile." Water Resour. Res., 34(7), 1617-1622.
    • (1998) Water Resour. Res. , vol.34 , Issue.7 , pp. 1617-1622
    • Totoev, Y.Z.1    Kleeman, P.W.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.