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Volumn 82, Issue 1, 2004, Pages 13-23

Effects of superstructure flexibility on strength of reinforced concrete bridge decks

Author keywords

ANSYS; FEM; Reinforced concrete bridge deck; Superstructure flexibility

Indexed keywords

BRIDGE DECKS; CONCRETE BRIDGES; FINITE ELEMENT METHOD; REINFORCED CONCRETE; STRENGTH OF MATERIALS;

EID: 0344494505     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2003.08.009     Document Type: Article
Times cited : (12)

References (13)
  • 1
    • 0345617055 scopus 로고    scopus 로고
    • The adverse effect of AASHTO'S LRFD criteria for deflection on the integrity and durability of reinforcement concrete deck slabs
    • Washington DC
    • Burke MP. The adverse effect of AASHTO'S LRFD criteria for deflection on the integrity and durability of reinforcement concrete deck slabs. Transportation Research Board 79th Annual Meeting, Washington DC, 2000.
    • (2000) Transportation Research Board 79th Annual Meeting
    • Burke, M.P.1
  • 2
    • 0023580669 scopus 로고
    • Effects of overloads on deterioration of concrete bridges
    • Transportation Research Board, National Research Council, Washington DC
    • James RW, Zimmerman RA, McCreary CRJR. Effects of overloads on deterioration of concrete bridges. Transportation research record 1118, Transportation Research Board, National Research Council, Washington DC, 1987. p. 65-72.
    • (1987) Transportation Research Record , vol.1118 , pp. 65-72
    • James, R.W.1    Zimmerman, R.A.2    McCreary, C.R.J.R.3
  • 3
    • 33745071293 scopus 로고    scopus 로고
    • Simplified analysis method for slab-on-girder highway bridge decks
    • Cao L.C., Shing P.B. Simplified analysis method for slab-on-girder highway bridge decks. J. Struct. Eng. 125(1):1999;49-59.
    • (1999) J. Struct. Eng. , vol.125 , Issue.1 , pp. 49-59
    • Cao, L.C.1    Shing, P.B.2
  • 4
    • 0029634982 scopus 로고
    • Influence of cross frames on load resisting capacity of steel girder bridge
    • Azizinamini A., Kathol S., Beacham M.W. Influence of cross frames on load resisting capacity of steel girder bridge. Eng. J. 33(3):1995;107-117.
    • (1995) Eng. J. , vol.33 , Issue.3 , pp. 107-117
    • Azizinamini, A.1    Kathol, S.2    Beacham, M.W.3
  • 5
    • 0030151120 scopus 로고    scopus 로고
    • Punching strength of deck slab in skew composite bridges
    • Ebeido T., Kennedy J.B. Punching strength of deck slab in skew composite bridges. J. Bridge Eng. 1(2):1996;59-66.
    • (1996) J. Bridge Eng. , vol.1 , Issue.2 , pp. 59-66
    • Ebeido, T.1    Kennedy, J.B.2
  • 7
    • 0345617055 scopus 로고    scopus 로고
    • The adverse effect of AASHTO'S LRFD specifications for transverse braces and deflections on the integrity and durability of reinforcement concrete deck slabs
    • Washington, DC
    • Burke MP, Seif JS. The adverse effect of AASHTO'S LRFD specifications for transverse braces and deflections on the integrity and durability of reinforcement concrete deck slabs. The Transportation Research Board's 79th Annual Meeting, Washington, DC, 2000.
    • (2000) The Transportation Research Board's 79th Annual Meeting
    • Burke, M.P.1    Seif, J.S.2
  • 8
    • 0024924387 scopus 로고
    • Nonlinear analysis of concrete structure
    • Bathe K., Walczak J., Welch A., Mistry N. Nonlinear analysis of concrete structure. Comput. Struct. 32(3/4):1989;563-590.
    • (1989) Comput. Struct , vol.32 , Issue.3-4 , pp. 563-590
    • Bathe, K.1    Walczak, J.2    Welch, A.3    Mistry, N.4
  • 9
    • 0030289690 scopus 로고    scopus 로고
    • Static behavior of non-composite concrete bridge decks under concentrated loads
    • Petrou M.F., Perdikaris P.C., Duan M. Static behavior of non-composite concrete bridge decks under concentrated loads. J. Bridge Eng. 1(4):1996;143-154.
    • (1996) J. Bridge Eng. , vol.1 , Issue.4 , pp. 143-154
    • Petrou, M.F.1    Perdikaris, P.C.2    Duan, M.3
  • 11
    • 0003686409 scopus 로고    scopus 로고
    • ANSYS Inc., 12th ed., 2001
    • ANSYS theory manual 5.7, 2001. ANSYS Inc., 12th ed., 2001.
    • (2001) ANSYS Theory Manual 5.7


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.