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Volumn 9, Issue 6, 2004, Pages 582-590

Assessment of multispan masonry arch bridges. I: Simplified approach

Author keywords

Arches; Bearing capacity; Brick masonry; Bridges, arch; Numerical analysis

Indexed keywords

ARCHES; BEARING CAPACITY; BRICK; BRIDGES; FINITE ELEMENT METHOD; ITERATIVE METHODS; MORTAR; NUMERICAL ANALYSIS; TENSILE STRENGTH;

EID: 13944250572     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2004)9:6(582)     Document Type: Article
Times cited : (58)

References (36)
  • 2
    • 0028481474 scopus 로고
    • Analytical approach to collapse mechanisms of circular masonry arches
    • Blasi, C., and Foraboschi, P. (1994). "Analytical approach to collapse mechanisms of circular masonry arches." J. Struct. Eng., 120(8), 2288-2309.
    • (1994) J. Struct. Eng. , vol.120 , Issue.8 , pp. 2288-2309
    • Blasi, C.1    Foraboschi, P.2
  • 3
    • 0031139645 scopus 로고    scopus 로고
    • Elastic plastic stability of jointed masonry arches
    • Boothby, T. E. (1997). "Elastic plastic stability of jointed masonry arches." Eng. Struct., 19(5), 345-351.
    • (1997) Eng. Struct. , vol.19 , Issue.5 , pp. 345-351
    • Boothby, T.E.1
  • 4
    • 0034823530 scopus 로고    scopus 로고
    • Load rate of masonry arch bridges
    • Boothby, T. E. (2001). "Load rate of masonry arch bridges." J. Bridge Eng., 6(2), 79-86.
    • (2001) J. Bridge Eng. , vol.6 , Issue.2 , pp. 79-86
    • Boothby, T.E.1
  • 5
    • 0031703514 scopus 로고    scopus 로고
    • Service load response of masonry arch bridges
    • Boothby, T. E., Domalik, D. E., and Dalal, V. A. (1998). "Service load response of masonry arch bridges." J. Struct. Eng., 124(1), 17-23.
    • (1998) J. Struct. Eng. , vol.124 , Issue.1 , pp. 17-23
    • Boothby, T.E.1    Domalik, D.E.2    Dalal, V.A.3
  • 7
    • 13944267261 scopus 로고    scopus 로고
    • Non linear elasto plastic collapse analysis of multi-span masonry arch bridges
    • Paris, C. Abdunur, ed., École Ntionale des Ponts et Chaussées, Paris
    • Brencich, A., Gambarotta, L., and De Francesco, U. (2001). "Non linear elasto plastic collapse analysis of multi-span masonry arch bridges." Proc., 3rd Int. Conf. on Arch Bridges, Paris, C. Abdunur, ed., 513-522, École Ntionale des Ponts et Chaussées, Paris.
    • (2001) Proc., 3rd Int. Conf. on Arch Bridges , pp. 513-522
    • Brencich, A.1    Gambarotta, L.2    De Francesco, U.3
  • 8
    • 0025489559 scopus 로고
    • An energy method for arch bridge analysis
    • Bridle, R. J., and Hughes, T. G. (1990). "An energy method for arch bridge analysis." Proc. Inst. Civ. Eng., 89, 375-385.
    • (1990) Proc. Inst. Civ. Eng. , vol.89 , pp. 375-385
    • Bridle, R.J.1    Hughes, T.G.2
  • 10
    • 0026386483 scopus 로고
    • Element analysis of masonry arch bridges using tapered elements
    • Choo, B. S., Coutie, M. G., and Gong, N. G. (1991). "Element analysis of masonry arch bridges using tapered elements." Proc. Inst. Civ. Eng., 91, 755-770.
    • (1991) Proc. Inst. Civ. Eng. , vol.91 , pp. 755-770
    • Choo, B.S.1    Coutie, M.G.2    Gong, N.G.3
  • 11
    • 0029416523 scopus 로고
    • Limit behavior of stone arch bridges
    • Clemente, P., Occhiuzzi, A., and Raithel, A. (1995). "Limit behavior of stone arch bridges." J. Struct. Eng., 121(7), 1045-1050.
    • (1995) J. Struct. Eng. , vol.121 , Issue.7 , pp. 1045-1050
    • Clemente, P.1    Occhiuzzi, A.2    Raithel, A.3
  • 12
    • 13944266871 scopus 로고    scopus 로고
    • Minimum and maximum thrusts states in Statics of ancient masonry bridges
    • A. Sinopoli, ed., Balkema, Rotterdam, The Netherlands
    • Como, M., (1998). "Minimum and maximum thrusts states in Statics of ancient masonry bridges." Proc., II Int. Arch Bridge Conf., A. Sinopoli, ed., Balkema, Rotterdam, The Netherlands, 321-330.
    • (1998) Proc., II Int. Arch Bridge Conf. , pp. 321-330
    • Como, M.1
  • 14
    • 0005231347 scopus 로고
    • Finite element and mechanism methods for the analysis of masonry and brickwork arches
    • Dept. of Transport, TRL, Crowthorne, U.K.
    • Crisfield, M. A. (1985). "Finite element and mechanism methods for the analysis of masonry and brickwork arches." Research Rep. 19, Dept. of Transport, TRL, Crowthorne, U.K.
    • (1985) Research Rep. , vol.19
    • Crisfield, M.A.1
  • 15
    • 0347261006 scopus 로고
    • A mechanism program for computing the strength of masonry arch bridges
    • Dept. of Transport, TRL, Crowthorne, U.K.
    • Crisfield, M. A., and Packham, A. J. (1988). "A mechanism program for computing the strength of masonry arch bridges." Research Rep. 124, Dept. of Transport, TRL, Crowthorne, U.K.
    • (1988) Research Rep. , vol.124
    • Crisfield, M.A.1    Packham, A.J.2
  • 16
    • 13944275356 scopus 로고
    • The assessment of highway bridges and structures
    • Department of Transport (DOT). (1993). "The assessment of highway bridges and structures." Department Standard BS 21/93, Department Advice Note BA 16/93.
    • (1993) Department Standard BS 21/93, Department Advice Note , vol.BA 16-93
  • 18
    • 0034778188 scopus 로고    scopus 로고
    • Three-dimensional modelling and full-scale testing of stone arch bridges
    • Fanning, P. J., and Boothby, T. E. (2001). "Three-dimensional modelling and full-scale testing of stone arch bridges." Comput. Struct., 79, 2645-2662.
    • (2001) Comput. Struct. , vol.79 , pp. 2645-2662
    • Fanning, P.J.1    Boothby, T.E.2
  • 19
    • 13944268894 scopus 로고    scopus 로고
    • FEA Ltd., Kingston upon Thames, U.K.
    • FEA Ltd. (2001). LUSAS release 13.1 reference manual. FEA Ltd., Kingston upon Thames, U.K.
    • (2001) LUSAS Release 13.1 Reference Manual
  • 20
    • 0012606999 scopus 로고
    • Rigid-block analysis of masonry structures
    • Gilbert, M., and Melbourne, C. (1994). "Rigid-block analysis of masonry structures." Struct. Eng., 72(21), 356-361.
    • (1994) Struct. Eng. , vol.72 , Issue.21 , pp. 356-361
    • Gilbert, M.1    Melbourne, C.2
  • 21
    • 0023979362 scopus 로고
    • Application of the mechanism analysis to masonry arches
    • Harvey, W. E. J. (1988). "Application of the mechanism analysis to masonry arches." Struct. Eng., 66(5), 77-84.
    • (1988) Struct. Eng. , vol.66 , Issue.5 , pp. 77-84
    • Harvey, W.E.J.1
  • 22
    • 11744367687 scopus 로고
    • Test on stone masonry arch at Bridgemill-Girvan
    • Dept. of Transport, TRL, Crowthorne, U.K.
    • Hendry, A. W., Davies, S. R., and Royles, R. (1985). "Test on stone masonry arch at Bridgemill-Girvan." Contractor Rep. 7, Dept. of Transport, TRL, Crowthorne, U.K.
    • (1985) Contractor Rep. , vol.7
    • Hendry, A.W.1    Davies, S.R.2    Royles, R.3
  • 23
    • 0004178629 scopus 로고
    • Ellis Horwood, Chichester, U.K.
    • Heyman, J. (1982). The masonry arch, Ellis Horwood, Chichester, U.K.
    • (1982) The Masonry Arch
    • Heyman, J.1
  • 24
    • 0029409297 scopus 로고
    • Analysis and assessment of twin-span masonry arch bridges
    • Hughes T. G. (1995). "Analysis and assessment of twin-span masonry arch bridges." Proc. Inst. Civ. Eng., 110, 373-382.
    • (1995) Proc. Inst. Civ. Eng. , vol.110 , pp. 373-382
    • Hughes, T.G.1
  • 25
    • 0001760302 scopus 로고    scopus 로고
    • A review of the UK masonry arch assessment methods
    • Hughes, T. G., and Blackler, M. J. (1997). "A review of the UK masonry arch assessment methods." Proc. Inst. Civ. Eng., 122, 305-315.
    • (1997) Proc. Inst. Civ. Eng. , vol.122 , pp. 305-315
    • Hughes, T.G.1    Blackler, M.J.2
  • 26
    • 0026170307 scopus 로고
    • Cracking and failure analysis of masonry arch bridges
    • Loo, Y. C., and Yang, Y. (1991). "Cracking and failure analysis of masonry arch bridges." J. Struct. Eng., 117(6), 1641-1659.
    • (1991) J. Struct. Eng. , vol.117 , Issue.6 , pp. 1641-1659
    • Loo, Y.C.1    Yang, Y.2
  • 27
    • 13944253777 scopus 로고    scopus 로고
    • An anisotropic failure criterion for masonry suitable for numerical implementation
    • Lourenço, P. B., and Rots, J. G. (2000). "An anisotropic failure criterion for masonry suitable for numerical implementation." Masonry Soc. J., 18, 11-18.
    • (2000) Masonry Soc. J. , vol.18 , pp. 11-18
    • Lourenço, P.B.1    Rots, J.G.2
  • 28
    • 0029638349 scopus 로고
    • The behaviour of multi-ring brickwork arch bridges
    • Melbourne, C., and Gilbert, M. (1995). "The behaviour of multi-ring brickwork arch bridges." Struct. Eng., 73(3), 39-47.
    • (1995) Struct. Eng. , vol.73 , Issue.3 , pp. 39-47
    • Melbourne, C.1    Gilbert, M.2
  • 29
    • 5844371412 scopus 로고
    • The behaviour of multi-span arch bridges
    • C. Melbourne, ed., Thomas Telford, London
    • Melbourne, C., Gilbert, M., and Wagstaff, W. (1995). "The behaviour of multi-span arch bridges." Proc., I Int. Arch Bridge Conf., C. Melbourne, ed., Thomas Telford, London, 489-497.
    • (1995) Proc., I Int. Arch Bridge Conf. , pp. 489-497
    • Melbourne, C.1    Gilbert, M.2    Wagstaff, W.3
  • 30
    • 13944262628 scopus 로고
    • Military load classification of civil bridges
    • Christchurch, Hampshire, U.K.
    • Military Engineering Experimental Establishment (MEXE). (1963). "Military load classification of civil bridges." (Solog Study B.38), Christchurch, Hampshire, U.K.
    • (1963) Solog Study , vol.B.38
  • 31
    • 0032099172 scopus 로고    scopus 로고
    • Capacity of masonry arches and spatial frames
    • Molins, C., and Roca, P. (1998a). "Capacity of masonry arches and spatial frames." J. Struct. Eng., 124(6), 653-663.
    • (1998) J. Struct. Eng. , vol.124 , Issue.6 , pp. 653-663
    • Molins, C.1    Roca, P.2
  • 32
    • 13944261800 scopus 로고    scopus 로고
    • Load capacity of multi-arch masonry bridges. The behaviour of multi-span arch bridges
    • A. Sinopoli, ed., Balkema, Rotterdam, The Netherlands
    • Molins, C., and Roca, P. (1998b). "Load capacity of multi-arch masonry bridges. The behaviour of multi-span arch bridges." Proc., II Int. Arch Bridge Conf., A. Sinopoli, ed., Balkema, Rotterdam, The Netherlands, 213-222.
    • (1998) Proc., II Int. Arch Bridge Conf. , pp. 213-222
    • Molins, C.1    Roca, P.2
  • 33
    • 13944271131 scopus 로고    scopus 로고
    • Finite/discrete element models for assessment and repair of masonry structures
    • A. Sinopoli, ed., Balkema, Rotterdam
    • Owen, D. R. J., Peric, D., Petrinic, N., Brookes, C. L., and James, P. J. (1998). "Finite/discrete element models for assessment and repair of masonry structures." Proc., II Int. Conf. on Arch Bridges, A. Sinopoli, ed., Balkema, Rotterdam, 195-204.
    • (1998) Proc., II Int. Conf. on Arch Bridges , pp. 195-204
    • Owen, D.R.J.1    Peric, D.2    Petrinic, N.3    Brookes, C.L.4    James, P.J.5
  • 34
    • 0031637856 scopus 로고    scopus 로고
    • Inelastic behaviour of sand-lime mortar joint masonry arches
    • Rosson, B. T., Søyland, K., and Boothby, T. E. (1998). "Inelastic behaviour of sand-lime mortar joint masonry arches." Eng. Struct., 20(1-2), 14-24.
    • (1998) Eng. Struct. , vol.20 , Issue.1-2 , pp. 14-24
    • Rosson, B.T.1    Søyland, K.2    Boothby, T.E.3
  • 35
    • 0027677350 scopus 로고
    • The brittle hinge in masonry arch mechanism
    • Taylor, N., and Mallinder, P. (1993). "The brittle hinge in masonry arch mechanism." Struct. Eng., 71(20), 359-366.
    • (1993) Struct. Eng. , vol.71 , Issue.20 , pp. 359-366
    • Taylor, N.1    Mallinder, P.2


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