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Volumn 31, Issue 5, 2004, Pages 813-825

Thermal design criteria for deep prestressed concrete girders based on data from confederation bridge

Author keywords

Average temperature; Concrete bridge; Curvature; Differential temperature; Statistical evaluation; Stress; Thermal response

Indexed keywords

BRIDGES; GEOMETRY; MATHEMATICAL MODELS; PRESTRESSED BEAMS AND GIRDERS; STRUCTURAL DESIGN; TEMPERATURE DISTRIBUTION; THERMAL EFFECTS;

EID: 10944236890     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/L04-041     Document Type: Article
Times cited : (85)

References (16)
  • 1
    • 0003794939 scopus 로고
    • Extreme value theory in engineering
    • Academic Press Inc., San Diego, Calif
    • Castillo, E. 1988. Extreme value theory in engineering. Academic Press Inc., San Diego, Calif.
    • (1988)
    • Castillo, E.1
  • 3
    • 0003500773 scopus 로고
    • CSA. Standard CAN/CSA-S6-88, Canadian Standards Association, Rexdale, Ont
    • CSA. 1988. Design of highway bridges. Standard CAN/CSA-S6-88, Canadian Standards Association, Rexdale, Ont.
    • (1988) Design of Highway Bridges
  • 4
    • 4243703141 scopus 로고    scopus 로고
    • CSA. Standard CAN/CSA-S6-00, Canadian Standards Association, Rexdale, Ont
    • CSA. 2000. Design of highway bridges. Standard CAN/CSA-S6-00, Canadian Standards Association, Rexdale, Ont.
    • (2000) Design of Highway Bridges
  • 5
  • 6
    • 0024703872 scopus 로고
    • Extreme thermal loadings in highway bridges
    • Ho, D., and Liu, C. 1989. Extreme thermal loadings in highway bridges. Journal of Structural Engineering, 115: 1681-1696.
    • (1989) Journal of Structural Engineering , vol.115 , pp. 1681-1696
    • Ho, D.1    Liu, C.2
  • 7
    • 10944260388 scopus 로고
    • Temperature gradients jeopardize prestressed concrete bridges
    • Leonhardt, F., Kolbe, G., and Peter, J. 1965. Temperature gradients jeopardize prestressed concrete bridges. Beton- und Stahlbetonbau, 60 157-163.
    • (1965) Beton- und Stahlbetonbau , vol.60 , pp. 157-163
    • Leonhardt, F.1    Kolbe, G.2    Peter, J.3
  • 11
    • 10944247589 scopus 로고
    • Thermal gradients in bridges, some design considerations
    • Priestley, M.J.N. 1972. Thermal gradients in bridges, some design considerations. New Zealand Engineering, 27: 228-233.
    • (1972) New Zealand Engineering , vol.27 , pp. 228-233
    • Priestley, M.J.N.1
  • 12
    • 0017001458 scopus 로고
    • Design thermal gradient for concrete bridges
    • Priestley, M.J.N. 1976. Design thermal gradient for concrete bridges. New Zealand Engineering, 31: 213-219.
    • (1976) New Zealand Engineering , vol.31 , pp. 213-219
    • Priestley, M.J.N.1
  • 13
    • 10944225607 scopus 로고    scopus 로고
    • The Confederation Bridge monitoring project
    • Public Works and Government Services Canada, Ottawa, Ont
    • Public Works and Government Services Canada. 1997. The Confederation Bridge monitoring project. Public Works and Government Services Canada, Ottawa, Ont.
    • (1997) Public Works and Government Services Canada
  • 14
    • 10944259435 scopus 로고    scopus 로고
    • Measurements of thermal gradients and their effects on segmental concrete bridge
    • Roberts-Wollman, C.L., Breen, J.E., and Cawrse, J. 2002. Measurements of thermal gradients and their effects on segmental concrete bridge. Journal of Bridge Engineering, 7: 166-174.
    • (2002) Journal of Bridge Engineering , vol.7 , pp. 166-174
    • Roberts-Wollman, C.L.1    Breen, J.E.2    Cawrse, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.