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Volumn 7, Issue 5, 2002, Pages 308-312

Shear lag in box girder bridges

Author keywords

Box girder; Bridges; Shear lag

Indexed keywords

CANTILEVER BEAMS; DIFFERENTIAL EQUATIONS; LOADS (FORCES); POTENTIAL ENERGY; SHEAR STRESS; STIFFNESS; STRUCTURAL ANALYSIS;

EID: 0038570843     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2002)7:5(308)     Document Type: Article
Times cited : (75)

References (13)
  • 1
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    • Prestress influence on shear-lag effect in continuous box-girder bridge
    • Chang, S. T. (1992). "Prestress influence on shear-lag effect in continuous box-girder bridge." J. Struct. Eng., 118(11), 3113-3121.
    • (1992) J. Struct. Eng. , vol.118 , Issue.11 , pp. 3113-3121
    • Chang, S.T.1
  • 2
    • 0023105018 scopus 로고
    • Negative shear lag in cantilever box girder with constant depth
    • Chang, S. T., and Fang, Z. Z. (1987). "Negative shear lag in cantilever box girder with constant depth." J. Struct. Eng., 113(1), 20-35.
    • (1987) J. Struct. Eng. , vol.113 , Issue.1 , pp. 20-35
    • Chang, S.T.1    Fang, Z.Z.2
  • 3
    • 0024091674 scopus 로고
    • Shear lag effect in box girder with varying depth
    • Chang, S. T., and Yun, D. (1988). "Shear lag effect in box girder with varying depth." J. Struct. Eng., 114(10), 2280-2292.
    • (1988) J. Struct. Eng. , vol.114 , Issue.10 , pp. 2280-2292
    • Chang, S.T.1    Yun, D.2
  • 4
    • 0027235097 scopus 로고
    • Shear lag in composite box girders of complex cross section
    • Evans, H. R., Ahmad, M. K. H., and Kristek, V. (1993). "Shear lag in composite box girders of complex cross section." J. Constr. Steel Res., 24(3), 183-204.
    • (1993) J. Constr. Steel Res. , vol.24 , Issue.3 , pp. 183-204
    • Evans, H.R.1    Ahmad, M.K.H.2    Kristek, V.3
  • 7
  • 9
    • 0034298403 scopus 로고    scopus 로고
    • Shear lag of thin-walled curved box girder bridges
    • Luo, Q. Z., and Li, Q. S. (2000). "Shear lag of thin-walled curved box girder bridges." J. Eng. Mech., 126(10), 1111-1114.
    • (2000) J. Eng. Mech. , vol.126 , Issue.10 , pp. 1111-1114
    • Luo, Q.Z.1    Li, Q.S.2
  • 10
    • 0001768337 scopus 로고
    • Analysis of shear lag in box beams by principle of minimum potential energy
    • Reissner, E. (1946). "Analysis of shear lag in box beams by principle of minimum potential energy." Q. Appl. Math., 5(3), 268-278.
    • (1946) Q. Appl. Math. , vol.5 , Issue.3 , pp. 268-278
    • Reissner, E.1
  • 11
    • 0025429380 scopus 로고
    • Formulas for shear-lag effect of T-, I- and box beams
    • Song, Q., and Scordelis, A. C. (1990). "Formulas for shear-lag effect of T-, I- and box beams." J. Struct. Eng., 116(5), 1306-1318.
    • (1990) J. Struct. Eng. , vol.116 , Issue.5 , pp. 1306-1318
    • Song, Q.1    Scordelis, A.C.2
  • 12
    • 0017719511 scopus 로고
    • The bar simulation method for the calculation of shear lag in multi-cell and continuous box girders
    • Taherian, A. R., and Evans, H. R. (1977). "The bar simulation method for the calculation of shear lag in multi-cell and continuous box girders." Proc., Institution of Civil Engineers, Part 2, 63, 881-897.
    • (1977) Proc., Institution of Civil Engineers, Part 2 , vol.63 , pp. 881-897
    • Taherian, A.R.1    Evans, H.R.2
  • 13
    • 0017006079 scopus 로고
    • Shear lag in shallow wide-flanged box girders
    • Van Dalen, K., and Narasimham, S. V. (1976). "Shear lag in shallow wide-flanged box girders." J. Struct. Div., ASCE, 102(10), 1969-1979.
    • (1976) J. Struct. Div., ASCE , vol.102 , Issue.10 , pp. 1969-1979
    • Van Dalen, K.1    Narasimham, S.V.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.