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Volumn 2, Issue 2, 1997, Pages 37-44

Yield interaction equations for nominal bending strength of curved I-girders

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); BENDING STRENGTH; FLANGES; GRAVITATIONAL EFFECTS; MATHEMATICAL MODELS; STEEL BEAMS AND GIRDERS; TORSIONAL STRESS; YIELD STRESS;

EID: 0031141579     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(1997)2:2(37)     Document Type: Article
Times cited : (13)

References (19)
  • 1
    • 0003498981 scopus 로고
    • Washington, D.C.
    • American Association of State Highway and Transportation Officials, Inc. (AASHTO) (1992). Standard specifications for highway bridges, 15th Ed., Washington, D.C., 1-671.
    • (1992) Standard Specifications for Highway Bridges, 15th Ed. , pp. 1-671
  • 3
    • 0003510443 scopus 로고
    • Washington, D.C.
    • American Association of State Highway and Transportation Officials, Inc. (AASHTO) (1994). LRFD bridge design specifications. Washington, D.C.
    • (1994) LRFD Bridge Design Specifications
  • 4
    • 0041786358 scopus 로고
    • Design recommendations for curved highway bridges
    • Pennsylvania Dept. of Transp., Harrisburg, Pa.
    • Culver, C. G. (1972). "Design recommendations for curved highway bridges." Final Rep. Proj. 68-32, Pennsylvania Dept. of Transp., Harrisburg, Pa., 1-101.
    • (1972) Final Rep. Proj. 68-32 , pp. 1-101
    • Culver, C.G.1
  • 5
    • 0029633795 scopus 로고
    • Buckling of webs in unsymmetric plate girders
    • Frank, K. H., and Helwig, T. A. (1995). "Buckling of webs in unsymmetric plate girders." Engrg. J., 32(2), 43-53.
    • (1995) Engrg. J. , vol.32 , Issue.2 , pp. 43-53
    • Frank, K.H.1    Helwig, T.A.2
  • 6
    • 0019552467 scopus 로고
    • Ultimate load behavior of curved I-beams
    • ASCE
    • Fukumoto, Y., and Nishida, S. (1981). "Ultimate load behavior of curved I-beams." J. Engrg. Mech. Div., ASCE, 106(2), 367-385.
    • (1981) J. Engrg. Mech. Div. , vol.106 , Issue.2 , pp. 367-385
    • Fukumoto, Y.1    Nishida, S.2
  • 8
    • 0003139457 scopus 로고
    • Hanshin Expressway Public Corporation and Steel Struct. Study Com.
    • Hanshin Expressway Public Corporation. (1988). Guidelines for the design of horizontally curved girder bridges (draft). Hanshin Expressway Public Corporation and Steel Struct. Study Com., 1-178.
    • (1988) Guidelines for the Design of Horizontally Curved Girder Bridges (Draft) , pp. 1-178
  • 10
    • 0042788530 scopus 로고
    • Stability of curved plate girders-P2
    • Fed. Hwy. Admin., Washington, D.C.
    • Mozer, J., Ohlson, R., and Culver, C. G. (1975a). "Stability of curved plate girders-P2." Contact No. FH-11-7389, Fed. Hwy. Admin., Washington, D.C., 1-121.
    • (1975) Contact No. FH-11-7389 , pp. 1-121
    • Mozer, J.1    Ohlson, R.2    Culver, C.G.3
  • 11
    • 0042788530 scopus 로고
    • Horizontally curved highway bridges, stability of curved plate girders-P3
    • Fed. Hwy. Admin., Washington, D.C.
    • Mozer, J., Cook, J., and Culver, C. G. (1975b). "Horizontally curved highway bridges, stability of curved plate girders-P3." Contract No. FH-11-7389, Fed. Hwy. Admin., Washington, D.C., 1-111.
    • (1975) Contract No. FH-11-7389 , pp. 1-111
    • Mozer, J.1    Cook, J.2    Culver, C.G.3
  • 13
    • 0022041393 scopus 로고
    • Experimental study on the buckling and ultimate strength of curved girders subjected to combined loads of bending and shear
    • Tokyo, Japan, No. 356/I-3
    • Nakai, H., Kitada, T., and Ohminami, R. (1985). "Experimental study on the buckling and ultimate strength of curved girders subjected to combined loads of bending and shear." Proc., Japan Soc. of Civ. Engrs., Tokyo, Japan, No. 356/I-3, 445-454.
    • (1985) Proc., Japan Soc. of Civ. Engrs. , pp. 445-454
    • Nakai, H.1    Kitada, T.2    Ohminami, R.3
  • 15
    • 0030084597 scopus 로고    scopus 로고
    • Yield-interaction relationships for curved I-girders
    • ASCE
    • Schilling, C. G. (1996). "Yield-interaction relationships for curved I-girders." J. Bridge Engrg., ASCE, 1(1), 26-33.
    • (1996) J. Bridge Engrg. , vol.1 , Issue.1 , pp. 26-33
    • Schilling, C.G.1
  • 16
    • 0345041864 scopus 로고
    • V-load analysis: An approximate procedure, simplified and extended, for determining moments and shears in designing horizontally-curved open-framed highway bridges
    • Chapter 12
    • "V-load analysis: An approximate procedure, simplified and extended, for determining moments and shears in designing horizontally-curved open-framed highway bridges." (1984). U.S.S. highway structures design handbook, Chapter 12, Vol. 1.
    • (1984) U.S.S. Highway Structures Design Handbook , vol.1
  • 19
    • 84918950758 scopus 로고
    • Users manual for the static analysis of curved bridge girders
    • Univ. of Maryland, College Park, Md
    • Yoo, C., and Heins, C. P. (1973). "Users manual for the static analysis of curved bridge girders." Civ. Engrg. Rep., No. 55, Univ. of Maryland, College Park, Md.
    • (1973) Civ. Engrg. Rep., No. 55
    • Yoo, C.1    Heins, C.P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.