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Volumn 8, Issue 1, 2003, Pages 12-19

Proposed design method for thermal bridge movements

Author keywords

Bridges; Contraction; Expansion; Temperature; Thermal factors

Indexed keywords

DESIGN SPECIFICATIONS; DESIGN TEMPERATURE; THERMAL FACTORS; THERMAL MOVEMENTS;

EID: 13944275991     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2003)8:1(12)     Document Type: Article
Times cited : (62)

References (16)
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  • 5
    • 13944276977 scopus 로고
    • Temperature range for bridge expansion measured movements
    • Minnesota Dept. of Transportation, Minneapolis
    • Cekalla, R. (1995). "Temperature range for bridge expansion measured movements." Internal Rep., Minnesota Dept. of Transportation, Minneapolis.
    • (1995) Internal Rep.
    • Cekalla, R.1
  • 9
    • 0016880877 scopus 로고
    • Bridge temperature estimated from the shade temperature
    • Dept. of Transportation, Crowthorne, U.K.
    • Emerson, M. (1976). "Bridge temperature estimated from the shade temperature." TRRL Rep. No. SR 696, Dept. of Transportation, Crowthorne, U.K.
    • (1976) TRRL Rep. No. SR 696 , vol.SR 696
    • Emerson, M.1
  • 11
    • 0026854108 scopus 로고
    • Temperature dependent bridge movements
    • Moorty, S., and Roeder, C. W. (1992). "Temperature dependent bridge movements." ASCE J. Struct. Div., 118(4), 1090-1105.
    • (1992) ASCE J. Struct. Div. , vol.118 , Issue.4 , pp. 1090-1105
    • Moorty, S.1    Roeder, C.W.2
  • 13
    • 13944256079 scopus 로고    scopus 로고
    • Thermal movement design procedure for steel bridges
    • American Iron and Steel Institute, Washington, D.C.
    • Roeder, C. W. (1998). "Thermal movement design procedure for steel bridges." Rep. Prepared for American Iron and Steel Institute, American Iron and Steel Institute, Washington, D.C.
    • (1998) Rep. Prepared for American Iron and Steel Institute
    • Roeder, C.W.1
  • 14
    • 84886352363 scopus 로고    scopus 로고
    • Thermal movement design procedure for concrete bridges
    • National Cooperative Highway Research Program, National Research Council, Washington, D.C.
    • Roeder, C. W. (2002). "Thermal movement design procedure for concrete bridges." Final Rep. to NCHRP 20-7/106, National Cooperative Highway Research Program, National Research Council, Washington, D.C.
    • (2002) Final Rep. to NCHRP 20-7/106
    • Roeder, C.W.1
  • 15
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    • Fatigue of steel-reinforced elastomeric bearings
    • Roeder, C. W., Stanton, J. F., and Taylor, A. (1990). "Fatigue of steel-reinforced elastomeric bearings." ASCE J. Struct. Div., 116(2), 407-426.
    • (1990) ASCE J. Struct. Div. , vol.116 , Issue.2 , pp. 407-426
    • Roeder, C.W.1    Stanton, J.F.2    Taylor, A.3
  • 16
    • 13944277526 scopus 로고
    • Prediction of temperature and stresses in highway bridges by a numerical procedure using daily weather reports
    • Center for Highway Research, University of Texas, Austin, Tex.
    • Thepchatri, T. et al. (1977). "Prediction of temperature and stresses in highway bridges by a numerical procedure using daily weather reports." Technical Rep. No. 23-1, Center for Highway Research, University of Texas, Austin, Tex.
    • (1977) Technical Rep. No. 23-1 , vol.23 , Issue.1
    • Thepchatri, T.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.