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Volumn 4, Issue 3, 1999, Pages 165-173

Determination of slab participation from weigh-in-motion bridge testing

Author keywords

[No Author keywords available]

Indexed keywords

FLANGES; MECHANICAL TESTING; STRUCTURAL LOADS;

EID: 0032634885     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(1999)4:3(165)     Document Type: Article
Times cited : (16)

References (12)
  • 1
    • 0017981225 scopus 로고
    • Finite-strip evaluation of effective flange width of bridge girders
    • Ottawa
    • Cheung, M. S., and Chan, M. Y. T. (1978). "Finite-strip evaluation of effective flange width of bridge girders." Can. J. Civ. Engrg., Ottawa, 5(2), 174-185.
    • (1978) Can. J. Civ. Engrg. , vol.5 , Issue.2 , pp. 174-185
    • Cheung, M.S.1    Chan, M.Y.T.2
  • 3
    • 0038524500 scopus 로고
    • Effective slab width of simple span steel I-beam composite bridges at ultimate load
    • University of Maryland, College Park, Md.
    • Fan, H. M., and Heins, C. P. (1974). "Effective slab width of simple span steel I-beam composite bridges at ultimate load." C. E. Rep. No. 57, University of Maryland, College Park, Md.
    • (1974) C. E. Rep. No. 57 , vol.57
    • Fan, H.M.1    Heins, C.P.2
  • 5
    • 0001768337 scopus 로고
    • Analysis of shear lag in box beams by principle of minimum potential energy
    • Reisner, E. (1964). "Analysis of shear lag in box beams by principle of minimum potential energy." Quarterly J. Mech. and Appl. Mathematics, 4(3), 268-278.
    • (1964) Quarterly J. Mech. and Appl. Mathematics , vol.4 , Issue.3 , pp. 268-278
    • Reisner, E.1
  • 7
    • 26144458720 scopus 로고
    • Bridge WIM + response system bridge no. 1
    • Department of Civil Engineering, University of Maryland, College Park, Md.
    • Schelling, D., Sahin, A., Elhelbawey, M., and Ansari, S. (1990a). "Bridge WIM + response system bridge no. 1." Final Rep. No. 1-4, Department of Civil Engineering, University of Maryland, College Park, Md.
    • (1990) Final Rep. No. 1-4 , vol.1-4
    • Schelling, D.1    Sahin, A.2    Elhelbawey, M.3    Ansari, S.4
  • 8
    • 0345041927 scopus 로고
    • Bridge WIM + response system theoretical manual: Distribution factors
    • Department of Civil Engineering, University of Maryland, College Park, Md.
    • Schelling, D., Sahin, A., Elhelbawey, M., and Ansari, S. (1990b). "Bridge WIM + response system theoretical manual: Distribution factors." Final Rep., Department of Civil Engineering, University of Maryland, College Park, Md.
    • (1990) Final Rep.
    • Schelling, D.1    Sahin, A.2    Elhelbawey, M.3    Ansari, S.4
  • 9
    • 0042412578 scopus 로고
    • California Institute of Technology, Pasadena, Calif.
    • Sechler, E. E. (1952). Elasticity in engineering, California Institute of Technology, Pasadena, Calif.
    • (1952) Elasticity in Engineering
    • Sechler, E.E.1
  • 10
    • 0025429444 scopus 로고
    • Shear-lag analysis of T-, I-, and box beams
    • Song, Q., and Scordelis, A. C. (1990). "Shear-lag analysis of T-, I-, and box beams." J. Struct. Engrg., ASCE, 116(5).
    • (1990) J. Struct. Engrg., ASCE , vol.116 , Issue.5
    • Song, Q.1    Scordelis, A.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.