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Volumn 9, Issue 3, 2004, Pages 259-267

Effect of live-load deflections on steel bridge performance

Author keywords

Bridge design; Bridges, steel; Deflection; Live loads; Load and resistance factor design

Indexed keywords

BRIDGE DESIGN; LIVE LOADS; LIVE-LOAD DEFLECTIONS; LOAD AND RESISTANCE FACTOR DESIGN;

EID: 13944272324     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2004)9:3(259)     Document Type: Review
Times cited : (14)

References (11)
  • 1
    • 0003698364 scopus 로고    scopus 로고
    • American Association of State Highway and Transportation Officials (Interim Revisions, 1st Ed., 1996 and 1997). Washington, D.C.
    • AASHTO. (1996). AASHTO standard specifications for highway bridges, 16th Ed., American Association of State Highway and Transportation Officials (Interim Revisions, 1st Ed., 1996 and 1997). Washington, D.C.
    • (1996) AASHTO Standard Specifications for Highway Bridges, 16th Ed.
  • 2
    • 0003510447 scopus 로고    scopus 로고
    • American Association of State Highway and Transportation Officials, Washington, D.C.
    • AASHTO. (1998). AASHTO LRFD bridge design specifications, 2nd Ed., American Association of State Highway and Transportation Officials, Washington, D.C.
    • (1998) AASHTO LRFD Bridge Design Specifications, 2nd Ed.
  • 3
    • 0141944816 scopus 로고
    • Deflection limitations of a bridge: Proceedings of the American society of civil engineers
    • Rep. No. ST 3
    • ASCE. (1958). "Deflection limitations of a bridge: Proceedings of the American Society of Civil Engineers." J. Struct. Div., 84, Rep. No. ST 3.
    • (1958) J. Struct. Div. , vol.84
  • 4
    • 0006622827 scopus 로고
    • Distortion-induced fatigue cracking in steel bridges
    • TRB, National Research Council, Washington, D.C.
    • Fisher, J. W. (1990). "Distortion-induced fatigue cracking in steel bridges." NCHRP Rep. 336, TRB, National Research Council, Washington, D.C.
    • (1990) NCHRP Rep. , vol.336
    • Fisher, J.W.1
  • 7
    • 13944250853 scopus 로고
    • A study to determine the causes of bridge deck deterioration
    • State of Oklahoma Dept. of Highways, Oklahoma City
    • Nevels, J. B., and Hixon, D. C. (1973). "A study to determine the causes of bridge deck deterioration." Research and Development Division (Final Report), State of Oklahoma Dept. of Highways, Oklahoma City.
    • (1973) Research and Development Division (Final Report)
    • Nevels, J.B.1    Hixon, D.C.2
  • 9
    • 0242701826 scopus 로고    scopus 로고
    • Improved live-load deflection criteria for steel bridges
    • National Cooperative Highway Research Program, National Research Council, Washington, D.C.
    • Roeder, C. W., Barth, K. E., Bergman, A., and Christopher, R. A. (2001). "Improved live-load deflection criteria for steel bridges." National Cooperative Highway Research Program, NCHRP Interim Rep. 20-07/133, National Research Council, Washington, D.C.
    • (2001) NCHRP Interim Rep. 20-07/133
    • Roeder, C.W.1    Barth, K.E.2    Bergman, A.3    Christopher, R.A.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.