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Volumn 122, Issue 9, 1996, Pages 1089-1096

Cross-frame spacing and parametric effects in horizontally curved I-girder bridges

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; BENDING (DEFORMATION); BRIDGES; FINITE ELEMENT METHOD; GEOMETRY; PLATES (STRUCTURAL COMPONENTS); REGRESSION ANALYSIS; ROTATION; STRESSES; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; STRUCTURAL LOADS;

EID: 0030243765     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:9(1089)     Document Type: Article
Times cited : (31)

References (21)
  • 1
    • 0009018478 scopus 로고
    • Version 4-7, Hibbitt, Karlsson, and Sorenson, Inc., Pawtucket, R.I.
    • ABAQUS-manual. (1988). Version 4-7, Hibbitt, Karlsson, and Sorenson, Inc., Pawtucket, R.I.
    • (1988) ABAQUS-manual
  • 7
    • 0022801856 scopus 로고
    • Distribution factors for curved I-girder bridges
    • ASCE
    • Brockenbrough, R. L. (1986). "Distribution factors for curved I-girder bridges." J. Struct. Engrg., ASCE, 112(10), 2200-2215.
    • (1986) J. Struct. Engrg. , vol.112 , Issue.10 , pp. 2200-2215
    • Brockenbrough, R.L.1
  • 9
    • 0021386686 scopus 로고
    • Live load distribution on braced curved I-girders
    • ASCE
    • Heins, C. P., and Jin, J. O. (1984). "Live load distribution on braced curved I-girders." J. Struct. Engrg., ASCE, 110(3), 523-530.
    • (1984) J. Struct. Engrg. , vol.110 , Issue.3 , pp. 523-530
    • Heins, C.P.1    Jin, J.O.2
  • 10
    • 0022042230 scopus 로고
    • Formulation of distortional behavior of thin-walled curved beam with open cross section
    • Japan Society of Civil Engineers, (in Japanese)
    • Hikosaka, H., and Takami, K. (1985). "Formulation of distortional behavior of thin-walled curved beam with open cross section." Proc., Struct. Engrg./Earthquake Engrg., Japan Society of Civil Engineers, 2(1) (in Japanese).
    • (1985) Proc., Struct. Engrg./Earthquake Engrg. , vol.2 , Issue.1
    • Hikosaka, H.1    Takami, K.2
  • 12
    • 0003290071 scopus 로고
    • Horizontally curved girders - State of the art
    • ASCE
    • McManus, P. R, Nasir, G. A., and Culver, C. G. (1969). "Horizontally curved girders - state of the art." J. Struct. Div., ASCE, 95(5), 853-870.
    • (1969) J. Struct. Div. , vol.95 , Issue.5 , pp. 853-870
    • McManus, P.R.1    Nasir, G.A.2    Culver, C.G.3
  • 16
    • 0024720794 scopus 로고
    • Construction effects on bracing on curved I-girders
    • ASCE
    • Schelling, D., Namini, A. H., and Fu, C. C. (1989). "Construction effects on bracing on curved I-girders." J. Struct. Engrg., ASCE, 115(9), 2145-2165.
    • (1989) J. Struct. Engrg. , vol.115 , Issue.9 , pp. 2145-2165
    • Schelling, D.1    Namini, A.H.2    Fu, C.C.3
  • 17
    • 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
    • Pittsburgh, Pa.
    • United States Steel Corporation. (1984). "V-load analysis, an approximate procedure, simplified and extended for determining moments and shears in designing horizontally-curved open-framed highway bridges." USS highway structures design handbook, Pittsburgh, Pa., 1-53.
    • (1984) USS Highway Structures Design Handbook , pp. 1-53
  • 19
    • 0000136730 scopus 로고
    • Plastic collapse of horizontally curved bridge girders
    • ASCE
    • Yoo, C. H., and Heins, C. P. (1972). "Plastic collapse of horizontally curved bridge girders." J. Struct. Div., ASCE, 98(4), 899-914.
    • (1972) J. Struct. Div. , vol.98 , Issue.4 , pp. 899-914
    • Yoo, C.H.1    Heins, C.P.2
  • 20
    • 0022783827 scopus 로고
    • Cross-Bracing Effects in Curved Stringer Bridges
    • ASCE
    • Yoo, C. H., and Littrell, P. C. (1986). "Cross-Bracing Effects in Curved Stringer Bridges." J. Struct. Engrg., ASCE, 112(9), 2127-2140.
    • (1986) J. Struct. Engrg. , vol.112 , Issue.9 , pp. 2127-2140
    • Yoo, C.H.1    Littrell, P.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.