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Volumn 46, Issue 5, 2001, Pages 60-80

Nonlinear continuity analysis of precast, prestressed concrete girders with cast-in-place decks and diaphragms

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE REINFORCEMENTS; CRACK PROPAGATION; DIAPHRAGMS; DURABILITY; DYNAMIC RESPONSE; LOADS (FORCES); MATHEMATICAL MODELS; NUMERICAL ANALYSIS; PRECAST CONCRETE; PRESTRESSED CONCRETE; STIFFNESS;

EID: 0035466009     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.09012001.60.80     Document Type: Article
Times cited : (27)

References (25)
  • 7
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    • April
    • (1969) PCI Journal , vol.14 , Issue.2 , pp. 14-39
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  • 8
    • 33645756171 scopus 로고
    • Bond of untensioned prestressing strand
    • Interim Report 73-5A, Missouri Cooperative Highway Research Program, Missouri State Highway Department, Columbia, MO, August
    • (1973) , pp. 108
    • Salmons, J.R.1    McCrate, T.E.2
  • 9
    • 0007723756 scopus 로고
    • Strand reinforcing for end connections of pretensioned I-beam bridges
    • Interim Report 73-5B, Missouri Cooperative Highway Research Program, Missouri State Highway Department, Columbia, MO, May
    • (1974) , pp. 142
    • Salmons, J.R.1    May, G.W.2
  • 10
    • 0007723568 scopus 로고
    • End connections of pretensioned I-beam bridges
    • Final Report 73-5C, Missouri Cooperative Highway Research Program, Missouri State Highway Department, Columbia, MO, November
    • (1974) , pp. 51
    • Salmons, J.R.1
  • 11
    • 85037322564 scopus 로고
    • Behavior of untensioned-bonded prestressing strand
    • Final Report 77-1, Missouri Cooperative Highway Research Program, Missouri State Highway Department, Columbia, MO, June
    • (1980) , pp. 73
    • Salmons, J.R.1
  • 12
    • 11744277119 scopus 로고
    • Design of precast-prestressed bridge girders made continuous
    • NCHRP Report 322, Transportation Research Board, National Research Council, Washington, DC, November
    • (1989) , pp. 97
    • Oesterle, R.G.1    Gilkin, J.D.2    Larson, S.C.3
  • 13
    • 0007724091 scopus 로고
    • Strand debonding in pretensioned beams - Precast prestressed concrete bridge girders with debonded strands - Continuity issues
    • Report FHWA/INDOT/JHRP-92-24, Indiana Department of Transportation and Purdue University, West Lafayette, IN, June
    • (1993) , pp. 235
    • Abdalla, O.A.1    Ramirez, J.A.2    Lee, R.H.3
  • 17
    • 0031551116 scopus 로고    scopus 로고
    • Serviceability limit state aspects of continuous bridges using precast concrete beams
    • Institution of Structural Engineers, London, U.K.; June
    • (1997) The Structural Engineer , vol.75 , Issue.11 , pp. 185-190
    • Clark, L.A.1    Sugie, I.2
  • 21
    • 0016533811 scopus 로고
    • Recommendations for estimating prestress losses
    • PCI Committee on Prestress Losses; July-August
    • (1975) PCI Journal , vol.20 , Issue.4 , pp. 44-75
  • 24
    • 0007722521 scopus 로고
    • A generalized solution for time-dependent response and strength of noncomposite and composite prestressed concrete beams
    • Ph.D. Thesis, University of Texas, Austin, TX
    • (1978)
    • Suttikan, C.1
  • 25
    • 85037325755 scopus 로고    scopus 로고
    • Time-dependent analysis of precast, prestressed girders made continuous
    • M.S. Thesis, University of Cincinnati, Cincinnati, OH, August
    • (2000)
    • Kulkarni, S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.