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Volumn 1, Issue 4, 2005, Pages 367-378

Load testing and model simulations for a stone arch bridge

Author keywords

Arch bridges; Bridge assessment; Bridge modelling; Stone arch bridges

Indexed keywords

BRIDGE ASSESSMENT; FINITE ELEMENT PACKAGES; FRICTIONLESS CONTACTS; NONLINEAR NUMERICAL ANALYSIS; STONE-ARCH BRIDGES; TESTING AND MODELING; THREE DIMENSIONAL FINITE ELEMENT MODEL; THREE-DIMENSIONAL SOLIDS;

EID: 34547899954     PISSN: 15732487     EISSN: 17448999     Source Type: Journal    
DOI: 10.1080/15732480500453532     Document Type: Article
Times cited : (26)

References (13)
  • 1
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    • Boothby, T.E., Load rating of masonry arch bridges. J. Bridge Eng., 2001, 6(2), 79-86.
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  • 2
    • 13944253713 scopus 로고    scopus 로고
    • Load rating of masonry arch bridges: Refinements
    • Boothby, T.E. and Fanning, P.J., Load rating of masonry arch bridges: refinements. ASCE J. Bridge Eng., 2004, 9(3), 304-307.
    • (2004) ASCE J. Bridge Eng , vol.9 , Issue.3 , pp. 304-307
    • Boothby, T.E.1    Fanning, P.J.2
  • 4
    • 0034778188 scopus 로고    scopus 로고
    • Three-dimensional modelling and fullscale testing of stone arch bridges
    • Fanning, P. and Boothby, T.E., Three-dimensional modelling and fullscale testing of stone arch bridges. J. Comp. Struc., 2001, 79(29-30), 2645-2662.
    • (2001) J. Comp. Struc , vol.79 , Issue.29-30 , pp. 2645-2662
    • Fanning, P.1    Boothby, T.E.2
  • 5
    • 13944280494 scopus 로고    scopus 로고
    • Experimentally based assessment of masonry arch bridges
    • Fanning P.J. and Boothby T.E., Experimentally based assessment of masonry arch bridges. Proc. Inst. Civ. Eng. J. Bridge Eng., 2003, 156(3), 109-116.
    • (2003) Proc. Inst. Civ. Eng. J. Bridge Eng , vol.156 , Issue.3 , pp. 109-116
    • Fanning, P.J.1    Boothby, T.E.2
  • 7
    • 84885449439 scopus 로고    scopus 로고
    • Ultimate and service load simulations for a masonry arch bridge scheduled for controlled demolition, Systems-Based vision for strategic and creative design
    • edited by F. Bontempi Rome September (A.A. Balkema, ISBN 90-5809-599-1)
    • Fanning P.J., Salomoni, V. and Boothby, T.E., Ultimate and service load simulations for a masonry arch bridge scheduled for controlled demolition, Systems-Based vision for strategic and creative design. In Proc. 2nd Int. Structural and Construction Conf., ISEC02, edited by F. Bontempi, Vol. 2, pp. 1051-1056, Rome, September 2003 (A.A. Balkema, ISBN 90-5809-599-1).
    • (2003) Proc. 2nd Int. Structural and Construction Conf., ISEC02 , vol.2 , pp. 1051-1056
    • Fanning, P.J.1    Salomoni, V.2    Boothby, T.E.3
  • 8
    • 0029222348 scopus 로고
    • Assessment of masonry arch bridges using stability analysis
    • ASCE, New York, NY, USA
    • Harvey, W.J., Assessment of masonry arch bridges using stability analysis. Proc. 13th Structures Congress, Part 1 (of 2), ASCE, New York, NY, USA, 1995, pp. 996-999.
    • (1995) Proc. 13th Structures Congress, Part 1 (Of 2) , pp. 996-999
    • Harvey, W.J.1
  • 9
    • 0001760302 scopus 로고    scopus 로고
    • A review of UK masonry arch assessment methods
    • Hughes, T.G. and Blackler, M.J., A review of UK masonry arch assessment methods. Proc. Inst. Civ. Eng., 1997, 122, 305-315.
    • (1997) Proc. Inst. Civ. Eng , vol.122 , pp. 305-315
    • Hughes, T.G.1    Blackler, M.J.2
  • 11
    • 0042751794 scopus 로고
    • An experimental study of the voussoir arch
    • Pippard, A.J.S. and Ashby, R.J., An experimental study of the voussoir arch. Proc. Inst. Civ. Eng., 1939, 10, 383-403.
    • (1939) Proc. Inst. Civ. Eng , vol.10 , pp. 383-403
    • Pippard, A.J.S.1    Ashby, R.J.2
  • 13
    • 84885439422 scopus 로고
    • Modelling the masonry arch. Improving modern bridge assessment using nonlinear finite-element software package (MAFEA)
    • Management, Thomas Telford Services Ltd, London, UK
    • Woolfenden, P.A., Modelling the masonry arch. Improving modern bridge assessment using nonlinear finite-element software package (MAFEA). Proc. 2nd International Conference on Bridge Management, Thomas Telford Services Ltd, London, UK, 1993, 254.
    • (1993) Proc. 2nd International Conference on Bridge , vol.254
    • Woolfenden, P.A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.