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Volumn 125, Issue 8, 1999, Pages 829-837

Behavior of steel box girders with top flange bracing

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STEEL BEAMS AND GIRDERS; STRESS ANALYSIS; STRUCTURAL ANALYSIS; TRUSSES;

EID: 0032649265     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:8(829)     Document Type: Article
Times cited : (23)

References (7)
  • 1
    • 85034151031 scopus 로고    scopus 로고
    • Ansys users manual: Version 5.3.
    • ANSYS, Houston, Pa. "Chapter 13: Four LRFD design examples of steel highway bridges." American Iron and Steel Institute and National Steel Bridge Alliance, Chicago
    • ANSYS users manual: Version 5.3. (1996). ANSYS, Houston, Pa. "Chapter 13: Four LRFD design examples of steel highway bridges." (1997). Highway structures design handbook: Volume II. American Iron and Steel Institute and National Steel Bridge Alliance, Chicago.
    • (1996) Highway Structures Design Handbook , vol.2
  • 3
    • 0003784354 scopus 로고
    • American Association of State Highway and Transportation Officials, Washington, D.C.
    • Guide specifications of horizontally curved highway bridges. (1993). American Association of State Highway and Transportation Officials, Washington, D.C.
    • (1993) Guide Specifications of Horizontally Curved Highway Bridges
  • 7
    • 0014809318 scopus 로고
    • Approximate torsional analysis of curved box girders by the M/R method
    • Tung, D. H. H., and Fountain, R. S. (1970). "Approximate torsional analysis of curved box girders by the M/R method." AISC Engrg. J., 7(3), 65-74.
    • (1970) AISC Engrg. J. , vol.7 , Issue.3 , pp. 65-74
    • Tung, D.H.H.1    Fountain, R.S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.