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Volumn 5, Issue 1, 2000, Pages 22-30

Long-term behavior of continuous precast concrete girder bridge model

Author keywords

[No Author keywords available]

Indexed keywords

BOX GIRDER BRIDGES; CONCRETE BEAMS AND GIRDERS; CONCRETE BRIDGES; DEFLECTION (STRUCTURES); MATHEMATICAL MODELS; MODEL STRUCTURES; REINFORCED CONCRETE; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

EID: 0033691115     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2000)5:1(22)     Document Type: Article
Times cited : (36)

References (14)
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    • University of California at Berkeley, Calif.
    • Abbas, S., and Scordelis, A. C. (1993). "Nonlinear geometric, material and time-dependent analysis of segmentally erected three-dimensional cable stayed bridges." Rep. UCB/SEMM-93/09, University of California at Berkeley, Calif.
    • (1993) Rep. UCB/SEMM-93/09
    • Abbas, S.1    Scordelis, A.C.2
  • 2
    • 0032025395 scopus 로고    scopus 로고
    • Nonlinear time-dependent analysis of segmentally constructed structures
    • Cruz, P. J. S., Marí, A. R., and Roca, P. (1998). "Nonlinear time-dependent analysis of segmentally constructed structures." J. Struct. Engrg., ASCE, 124(3), 278-287.
    • (1998) J. Struct. Engrg., ASCE , vol.124 , Issue.3 , pp. 278-287
    • Cruz, P.J.S.1    Marí, A.R.2    Roca, P.3
  • 4
    • 0343351464 scopus 로고
    • SPCFRAME: Computer program for nonlinear segmental analysis of planar prestressed concrete frames
    • University of California at Berkeley, Calif.
    • Kang, Y. (1989). "SPCFRAME: Computer program for nonlinear segmental analysis of planar prestressed concrete frames." Rep. UCB/SEMN-89-07, University of California at Berkeley, Calif.
    • (1989) Rep. UCB/SEMN-89-07
    • Kang, Y.1
  • 5
    • 0023306266 scopus 로고
    • Shear lag effect and uncertainty in concrete box girder creep
    • Krístek, V., and Bazánt, Z. P. (1987). "Shear lag effect and uncertainty in concrete box girder creep." J. Struct. Engrg., ASCE, 113(3), 557-574.
    • (1987) J. Struct. Engrg., ASCE , vol.113 , Issue.3 , pp. 557-574
    • Krístek, V.1    Bazánt, Z.P.2
  • 6
    • 0001514245 scopus 로고
    • Apparent strength retrogression of silica fume concrete
    • Larrard, F., and Aïtcin, P. C. (1993). "Apparent strength retrogression of silica fume concrete." ACI Mat. J., 90(6), 581-585.
    • (1993) ACI Mat. J. , vol.90 , Issue.6 , pp. 581-585
    • Larrard, F.1    Aïtcin, P.C.2
  • 7
    • 0013219423 scopus 로고
    • Nonlinear geometric, material and time dependent analysis of three dimensional reinforced and prestressed concrete frames
    • University of California, Berkeley, Calif.
    • Marí, A. R. (1984). "Nonlinear geometric, material and time dependent analysis of three dimensional reinforced and prestressed concrete frames." Rep. No. 1, UCB/SESM-84/12, University of California, Berkeley, Calif.
    • (1984) Rep. No. 1, UCB/SESM-84/12
    • Marí, A.R.1
  • 8
    • 0342916337 scopus 로고    scopus 로고
    • Nonlinear and time dependent analysis of segmentally erected three dimensional concrete frames
    • Universitat Politecnica de Catalunya, Barcelona, Spain
    • Marí, A. R. (1998). "Nonlinear and time dependent analysis of segmentally erected three dimensional concrete frames." Res. Rep. Dept. of Constr. Engrg., Universitat Politecnica de Catalunya, Barcelona, Spain.
    • (1998) Res. Rep. Dept. of Constr. Engrg.
    • Marí, A.R.1
  • 9
    • 0342916339 scopus 로고    scopus 로고
    • Evaluación de estados tensodeformacionales y flechas en puentes isostáticos prefabricados de hormigón pretensado
    • in Spanish
    • Marí, A. R., Montaner, J., and Valero, I. (1996). "Evaluación de estados tensodeformacionales y flechas en puentes isostáticos prefabricados de hormigón pretensado." Hormigón y Acero, No. 202, 25-58 (in Spanish).
    • (1996) Hormigón y Acero , Issue.202 , pp. 25-58
    • Marí, A.R.1    Montaner, J.2    Valero, I.3
  • 10
    • 0013219971 scopus 로고
    • Análisis en el tiempo de puentes continuos de hormigón construidos a partir de elementos prefabricados
    • in Spanish
    • Murcia, J., and Herkenhoff, L. (1994). "Análisis en el tiempo de puentes continuos de hormigón construidos a partir de elementos prefabricados." Hormigón y Acero, No. 192, 55-71 (in Spanish).
    • (1994) Hormigón y Acero , Issue.192 , pp. 55-71
    • Murcia, J.1    Herkenhoff, L.2
  • 11
    • 0027907238 scopus 로고
    • Numerical treatment of prestressing tendons in the nonlinear analysis of prestressed concrete structures
    • Roca, P., and Marí, A. R. (1993). "Numerical treatment of prestressing tendons in the nonlinear analysis of prestressed concrete structures." Comp. and Struct., 46(5), 905-916.
    • (1993) Comp. and Struct. , vol.46 , Issue.5 , pp. 905-916
    • Roca, P.1    Marí, A.R.2
  • 13
    • 0342916335 scopus 로고    scopus 로고
    • Long-term deflections of large prestressed concrete bridges
    • Comité Euro-International du Béton (CEB), Lausanne, Switzerland
    • Vitek, J. L. (1997). "Long-term deflections of large prestressed concrete bridges." Bull. No. 235, Serviceability Models, Progress Rep., Comité Euro-International du Béton (CEB), Lausanne, Switzerland.
    • (1997) Bull. No. 235, Serviceability Models, Progress Rep. , vol.235
    • Vitek, J.L.1
  • 14
    • 0343351462 scopus 로고    scopus 로고
    • Selected monitored bridges
    • Comité Euro-International du Béton (CEB), Lausanne, Switzerland
    • Vitek, J. L. (1997). "Selected monitored bridges." Bull. No. 235, Serviceability Models, Progress Rep., Comité Euro-International du Béton (CEB), Lausanne, Switzerland.
    • (1997) Bull. No. 235, Serviceability Models, Progress Rep. , vol.235
    • Vitek, J.L.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.