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Volumn 2, Issue 1, 1997, Pages 11-17

Approximate analysis of irregular slab-on-girder bridges

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BEAMS AND GIRDERS; BRIDGE DECKS; FINITE ELEMENT METHOD; STIFFNESS; STRESS ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL DESIGN; STRUCTURAL LOADS; STRUCTURAL MEMBERS; SUPPORTS; TRUCKS;

EID: 0031077579     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(1997)2:1(11)     Document Type: Article
Times cited : (8)

References (14)
  • 1
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    • Swanson Analysis Systems, Rev 5.0
    • Houston, Pa.
    • ANSYS user's manual. (1994). Swanson Analysis Systems, Rev 5.0, Houston, Pa.
    • (1994) ANSYS User's Manual
  • 3
    • 0027544813 scopus 로고
    • Wheel load distribution on simply supported skew I-beam composite bridges
    • ASCE
    • Bishara, A. G., Liu, M. C., and El Ali, N. D. (1993). "Wheel load distribution on simply supported skew I-beam composite bridges." J. Struct. Engrg., ASCE, 119(2), 399-419.
    • (1993) J. Struct. Engrg. , vol.119 , Issue.2 , pp. 399-419
    • Bishara, A.G.1    Liu, M.C.2    El Ali, N.D.3
  • 4
    • 84889545469 scopus 로고
    • Ministry of Transp., Quality and Standards Div., Ont., Canada
    • Bridge code, 3rd Ed. (1992). Ministry of Transp., Quality and Standards Div., Ont., Canada.
    • (1992) Bridge Code, 3rd Ed.
  • 5
    • 5544219987 scopus 로고
    • Torsional properties of composite girders
    • Heins, C. P., and Kuo, J. (1972). "Torsional properties of composite girders." Engrg. J., 9(2), 79-85.
    • (1972) Engrg. J. , vol.9 , Issue.2 , pp. 79-85
    • Heins, C.P.1    Kuo, J.2
  • 6
    • 85033302164 scopus 로고
    • AISC Marketing, Inc., Chicago, Ill.
    • Highway structures design handbook. Vol. I. (1982). AISC Marketing, Inc., Chicago, Ill.
    • (1982) Highway Structures Design Handbook , vol.1
  • 8
    • 0025491117 scopus 로고
    • Live load moments for continuous skew bridges
    • ASCE
    • Khaleel, M. A., and Itani, R. Y. (1990). "Live load moments for continuous skew bridges." J. Struct. Engrg., ASCE, 116(9), 2361-2373.
    • (1990) J. Struct. Engrg. , vol.116 , Issue.9 , pp. 2361-2373
    • Khaleel, M.A.1    Itani, R.Y.2
  • 10
    • 84889543538 scopus 로고
    • Design criteria for right and skew-slab and girder bridges
    • Transp. Res. Board, Nat. Res. Council, Washington, D.C.
    • Marx, H. J., Khachaturian, N., and Gamble, W. L. (1991). "Design criteria for right and skew-slab and girder bridges." Transp. Res. Rec. No. 1319, Transp. Res. Board, Nat. Res. Council, Washington, D.C., 72-75.
    • (1991) Transp. Res. Rec. No. 1319 , pp. 72-75
    • Marx, H.J.1    Khachaturian, N.2    Gamble, W.L.3
  • 12
    • 0003498981 scopus 로고    scopus 로고
    • Am. Assn. of State Hwy. and Transp. Officials (AASHTO), Washington, D.C.
    • Standard specifications for highway bridges, 16th Ed. (1996). Am. Assn. of State Hwy. and Transp. Officials (AASHTO), Washington, D.C.
    • (1996) Standard Specifications for Highway Bridges, 16th Ed.
  • 13
    • 0026866177 scopus 로고
    • Wheel load distribution in I-girder highway bridges
    • ASCE
    • Tarhini, K. M., and Frederick, G. R. (1992). "Wheel load distribution in I-girder highway bridges." J. Struct. Engrg., ASCE, 118(5), 1285-1294.
    • (1992) J. Struct. Engrg. , vol.118 , Issue.5 , pp. 1285-1294
    • Tarhini, K.M.1    Frederick, G.R.2
  • 14
    • 0003467328 scopus 로고
    • Distribution of wheel loads on highway bridges
    • TRB Publ. No. 1290, Nat. Res. Council, Washington, D.C.
    • Zokaie, T., Imbsen, R. A., and Osterkemp, T. A. (1991). "Distribution of wheel loads on highway bridges." NCHRP Rep. No. 83, TRB Publ. No. 1290, Vol. I, Nat. Res. Council, Washington, D.C., 119-126.
    • (1991) NCHRP Rep. No. 83 , vol.1 , pp. 119-126
    • Zokaie, T.1    Imbsen, R.A.2    Osterkemp, T.A.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.