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Volumn 13, Issue 5, 2008, Pages 468-475

Comparison of prestress losses for a prestress concrete bridge made with high-performance concrete

Author keywords

Bridge design; Bridges, concrete; Creep; High strength concrete; Prestressed concrete; Shrinkage

Indexed keywords

BRIDGE DESIGN; BRIDGES, CONCRETE; CONCRETE STRAIN; CONTINUOUS BEAMS; CREEP; DIFFERENTIAL SHRINKAGE; HIGH-PERFORMANCE CONCRETE; HIGH-STRENGTH CONCRETE; LRFD METHOD; MEASURED DATA; PRE STRESSING; PRESTRESS LOSSES; PRESTRESSED CONCRETE GIRDERS; PRESTRESSING STRANDS; SHRINKAGE;

EID: 49749117505     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2008)13:5(468)     Document Type: Article
Times cited : (31)

References (14)
  • 2
    • 49749136410 scopus 로고    scopus 로고
    • American Association of State Highway and Transportation Officials (AASHTO).. Standard specifications for highway bridges, 17th Ed., Washington, D.C.
    • American Association of State Highway and Transportation Officials (AASHTO). (2002). Standard specifications for highway bridges, 17th Ed., Washington, D.C.
    • (2002)
  • 3
    • 49749129930 scopus 로고    scopus 로고
    • American Association of State Highway and Transportation Officials (AASHTO).. LRFD bridge design specifications, 3rd Ed., Washington, D.C.
    • American Association of State Highway and Transportation Officials (AASHTO). (2004). LRFD bridge design specifications, 3rd Ed., Washington, D.C.
    • (2004)
  • 10
    • 49749153762 scopus 로고
    • Prestressed Concrete Institute Committee on Prestress Losses (PCI).. "." PCI J., (4).
    • Prestressed Concrete Institute Committee on Prestress Losses (PCI). (1975). " Recommendations for estimating prestress losses.." PCI J., 20 (4), 44-75.
    • (1975) Recommendations for Estimating Prestress Losses , vol.20 , pp. 44-75


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.