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Volumn 122, Issue 4, 1996, Pages 423-429

Algebraic methods for creep analysis of continuous composite beams

Author keywords

[No Author keywords available]

Indexed keywords

ALGEBRA; APPROXIMATION THEORY; COMPUTER SOFTWARE; CONCRETE SLABS; CREEP; PRESTRESSING; SHRINKAGE; STEEL BEAMS AND GIRDERS; STRESSES; SUPPORTS; VISCOELASTICITY;

EID: 5544246416     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1996)122:4(423)     Document Type: Article
Times cited : (58)

References (14)
  • 1
    • 51249191730 scopus 로고
    • Numerical determination of long-range stress history from strain history in concrete
    • Bažant, Z. P. (1972a). "Numerical determination of long-range stress history from strain history in concrete." Mat. and Struct., 5(27), 135-141.
    • (1972) Mat. and Struct. , vol.5 , Issue.27 , pp. 135-141
    • Bažant, Z.P.1
  • 2
    • 0000121310 scopus 로고
    • Prediction of concrete creep effects using age adjusted effective modulus method
    • Bažant, Z. P. (1972b). "Prediction of concrete creep effects using age adjusted effective modulus method." J. Am. Concrete Inst., 69(4), 212-217.
    • (1972) J. Am. Concrete Inst. , vol.69 , Issue.4 , pp. 212-217
    • Bažant, Z.P.1
  • 3
    • 3142622076 scopus 로고
    • CEB design manual on structural effects of time dependent behavior of concrete
    • Georgi Publ. Co., Saint-Saphorin, Switzerland
    • "CEB design manual on structural effects of time dependent behavior of concrete." (1988). C.E.B. Bullettin d'information n.142/142 bis, Georgi Publ. Co., Saint-Saphorin, Switzerland.
    • (1988) C.E.B. Bullettin d'information n.142/142 bis
  • 4
    • 0003429121 scopus 로고
    • CEB FIP model code 1990
    • C.E.B. F.I.P. Comité Euro-International du Beton, Paris, France
    • "CEB FIP model code 1990." (1988). C.E.B. Bullettin d'information n.190, C.E.B. F.I.P. Comité Euro-International du Beton, Paris, France.
    • (1988) C.E.B. Bullettin d'information n.190
  • 5
    • 0028257631 scopus 로고
    • Shrinkage effects in composite continuous beams with flexible connection
    • Dezi, L. (1994). "Shrinkage effects in composite continuous beams with flexible connection." J. Constr. Steel Res., 28(3), 295-320.
    • (1994) J. Constr. Steel Res. , vol.28 , Issue.3 , pp. 295-320
    • Dezi, L.1
  • 6
    • 0027594258 scopus 로고
    • Simplified creep analysis of composite beams with flexible connectors
    • ASCE
    • Dezi, L., Ianni, C., and Tarantino, A. M. (1993). "Simplified creep analysis of composite beams with flexible connectors." J. Struct. Engrg., ASCE, 119(5), 1484-1497.
    • (1993) J. Struct. Engrg. , vol.119 , Issue.5 , pp. 1484-1497
    • Dezi, L.1    Ianni, C.2    Tarantino, A.M.3
  • 7
    • 0029291386 scopus 로고
    • Time-dependent analysis of prestressed composite beams
    • ASCE
    • Dezi, L., Leoni, G., and Tarantino, A. M. (1995a). "Time-dependent analysis of prestressed composite beams." J. Struct. Engrg., ASCE, 121(4), 621-633.
    • (1995) J. Struct. Engrg. , vol.121 , Issue.4 , pp. 621-633
    • Dezi, L.1    Leoni, G.2    Tarantino, A.M.3
  • 8
    • 0029410946 scopus 로고
    • Modified AAEM method for composite beams with post-connected slab
    • ASCE
    • Dezi, L., Leoni, G., and Tarantino, A. M. (1995b). "Modified AAEM method for composite beams with post-connected slab." J. Struct. Engrg., ASCE, 121(11), 1726-1729.
    • (1995) J. Struct. Engrg. , vol.121 , Issue.11 , pp. 1726-1729
    • Dezi, L.1    Leoni, G.2    Tarantino, A.M.3
  • 9
    • 0027623979 scopus 로고
    • Creep in composite continuous beams. I: Theoretical treatment
    • ASCE
    • Dezi, L., and Tarantino, A. M. (1993a). "Creep in composite continuous beams. I: Theoretical treatment." J. Struct. Engrg., ASCE, 119(7), 2095-2111.
    • (1993) J. Struct. Engrg. , vol.119 , Issue.7 , pp. 2095-2111
    • Dezi, L.1    Tarantino, A.M.2
  • 10
    • 0027623620 scopus 로고
    • Creep in composite continuous beams. II: Parametric study
    • ASCE
    • Dezi, L., and Tarantino, A. M. (1993b). "Creep in composite continuous beams. II: Parametric study." J. Struct. Engrg., ASCE, 119(7), 2112-2133.
    • (1993) J. Struct. Engrg. , vol.119 , Issue.7 , pp. 2112-2133
    • Dezi, L.1    Tarantino, A.M.2
  • 11
    • 0001921245 scopus 로고
    • Tests and analysis of composites beams with incomplete interaction
    • Newmark, N. M., Siess, C. P., and Viest, I. M. (1951). "Tests and analysis of composites beams with incomplete interaction." Proc., Soc. Exp. Stress Analysis, 9(1), 75-92.
    • (1951) Proc., Soc. Exp. Stress Analysis , vol.9 , Issue.1 , pp. 75-92
    • Newmark, N.M.1    Siess, C.P.2    Viest, I.M.3
  • 12
    • 0022440632 scopus 로고
    • Prestress losses in continuous composite bridges
    • Soliman, M. H., and Kennedy, J. B. (1986). "Prestress losses in continuous composite bridges." PCI J., 31(1), 84-105.
    • (1986) PCI J. , vol.31 , Issue.1 , pp. 84-105
    • Soliman, M.H.1    Kennedy, J.B.2
  • 13
    • 0000927095 scopus 로고
    • Auswirkungen des superpositions prinzips auf kriech-und relaxations-probleme bei beton und Spannbeton
    • in German
    • Trost, H. (1967a). "Auswirkungen des superpositions prinzips auf kriech-und relaxations-probleme bei beton und Spannbeton." Beton-und-Stahlbetonbau, 62(10), 230-238 (in German).
    • (1967) Beton-und-Stahlbetonbau , vol.62 , Issue.10 , pp. 230-238
    • Trost, H.1
  • 14
    • 0000927095 scopus 로고
    • Auswirkungen des superpositions prinzips auf kriech-und relaxations-probleme bei beton und Spannbeton
    • in German
    • Trost, H. (1967b). "Auswirkungen des superpositions prinzips auf kriech-und relaxations-probleme bei beton und Spannbeton." Beton-und-Stahlbetonbau, 62(11), 261-269 (in German).
    • (1967) Beton-und-Stahlbetonbau , vol.62 , Issue.11 , pp. 261-269
    • Trost, H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.