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Volumn 124, Issue 1, 1998, Pages 17-23

Service load response of masonry arch bridges

Author keywords

[No Author keywords available]

Indexed keywords

ARCH BRIDGES; DEFORMATION; DYNAMIC LOADS; FINITE ELEMENT METHOD; HIGHWAY BRIDGES; MATHEMATICAL MODELS; STIFFNESS; STRUCTURAL ANALYSIS;

EID: 0031703514     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:1(17)     Document Type: Article
Times cited : (48)

References (12)
  • 1
    • 0342687303 scopus 로고
    • Collapse modes of masonry arch bridges
    • Boothby, T. E. (1995). "Collapse modes of masonry arch bridges." J. British Masonry Soc., 9(2), 62-69.
    • (1995) J. British Masonry Soc. , vol.9 , Issue.2 , pp. 62-69
    • Boothby, T.E.1
  • 3
    • 0026386483 scopus 로고
    • Finite-element analysis of masonry arch bridges using tapered elements
    • Choo, B. S., Coutie, M. G., and Gong, N. G. (1991). "Finite-element analysis of masonry arch bridges using tapered elements." Proc., Inst. of Civ. Engrgs., Part 2, 91(12), 755-770.
    • (1991) Proc., Inst. of Civ. Engrgs., Part 2 , vol.91 , Issue.12 , pp. 755-770
    • Choo, B.S.1    Coutie, M.G.2    Gong, N.G.3
  • 4
    • 11744367687 scopus 로고
    • Test on a Stone Masonry Arch at Bridgemill-Girvan
    • Dept. of Transp. TRRL, Crowthorne, U.K.
    • Hendry, A. W., Davies, S. R., and Royles, R. (1985). "Test on a Stone Masonry Arch at Bridgemill-Girvan." Contractor Rep. 7, Dept. of Transp. TRRL, Crowthorne, U.K.
    • (1985) Contractor Rep. 7
    • Hendry, A.W.1    Davies, S.R.2    Royles, R.3
  • 5
    • 0004178629 scopus 로고
    • Ellis Horwood, Ltd., Chichester, England, U.K.
    • Heyman, J. (1982). The Masonry Arch. Ellis Horwood, Ltd., Chichester, England, U.K.
    • (1982) The Masonry Arch
    • Heyman, J.1
  • 6
    • 0026170307 scopus 로고
    • Cracking and failure analysis of masonry arch bridges
    • ASCE
    • Loo, Y.-C., and Yang, Y. (1991). "Cracking and failure analysis of masonry arch bridges." J. Struct. Engrg., ASCE, 117(6), 1641-1659.
    • (1991) J. Struct. Engrg. , vol.117 , Issue.6 , pp. 1641-1659
    • Loo, Y.-C.1    Yang, Y.2
  • 7
    • 84896333319 scopus 로고
    • The behaviour of multispan masonry arch bridges
    • The British Masonry Society, London, England, U.K.
    • Melbourne, C., and Wagstaff, M. (1992). "The behaviour of multispan masonry arch bridges." Proc., 3rd Int. Masonry Conf., The British Masonry Society, London, England, U.K.
    • (1992) Proc., 3rd Int. Masonry Conf.
    • Melbourne, C.1    Wagstaff, M.2
  • 8
    • 0003059589 scopus 로고
    • Load tests to collapse of model brickwork masonry arches
    • Elsevier Applied Science, New York, N.Y.
    • Melbourne, C., and Walker, P. J. (1988). "Load tests to collapse of model brickwork masonry arches." Proc., 8th Int. Brick and Block Masonry Conf., Vol. 2, Elsevier Applied Science, New York, N.Y. 991-1002.
    • (1988) Proc., 8th Int. Brick and Block Masonry Conf. , vol.2 , pp. 991-1002
    • Melbourne, C.1    Walker, P.J.2
  • 9
    • 0024877638 scopus 로고
    • Load Tests to Collapse on Two Arch Bridges at Strathmashie and Barlae
    • Dept. of Transp. TRRL, Crowthorne, U.K.
    • Page, J. (1989). "Load Tests to Collapse on Two Arch Bridges at Strathmashie and Barlae." Res. Rep. 201, Dept. of Transp. TRRL, Crowthorne, U.K.
    • (1989) Res. Rep. 201
    • Page, J.1
  • 11
    • 0025700645 scopus 로고
    • Three-hinge analysis of masonry arches
    • London, England, U.K.
    • Smith, F. W., Harvey, W. J., and Vardy, A. E. (1990). "Three-hinge analysis of masonry arches." The Struct. Engr., London, England, U.K., 68(11), 203-207.
    • (1990) The Struct. Engr. , vol.68 , Issue.11 , pp. 203-207
    • Smith, F.W.1    Harvey, W.J.2    Vardy, A.E.3
  • 12
    • 0027677350 scopus 로고
    • The brittle hinge in masonry arch mechanisms
    • London, England, U.K.
    • Taylor, N., and Mallinder, P. A. (1993). "The brittle hinge in masonry arch mechanisms." The Struct. Engr., London, England, U.K., 71(20), 359-366.
    • (1993) The Struct. Engr. , vol.71 , Issue.20 , pp. 359-366
    • Taylor, N.1    Mallinder, P.A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.