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Volumn 10, Issue 3, 2005, Pages 302-311

Geometrical nonlinearity and length of external tendons

Author keywords

Geometric nonlinearity; Nonlinear analysis; Prestressing; Tendons

Indexed keywords

ALGORITHMS; ANCHORAGES (CONCRETE CONSTRUCTION); APPROXIMATION THEORY; CONCRETE BEAMS AND GIRDERS; NONLINEAR SYSTEMS; RELIABILITY; STRENGTHENING (METAL); TENSILE STRESS;

EID: 18144410460     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2005)10:3(302)     Document Type: Article
Times cited : (7)

References (29)
  • 1
    • 0027666620 scopus 로고
    • Analysis of beams prestressed with unbonded internal or external tendons
    • Alkhairi, F. M., and Naaman, A. E. (1993). "Analysis of beams prestressed with unbonded internal or external tendons." J. Struct. Eng., 119(9), 2680-2700.
    • (1993) J. Struct. Eng. , vol.119 , Issue.9 , pp. 2680-2700
    • Alkhairi, F.M.1    Naaman, A.E.2
  • 2
    • 18744363204 scopus 로고    scopus 로고
    • Standard specification for steel strand, uncoated seven-wire for prestressed concrete
    • West Conshohocken, Pa.
    • American Society for Testing and Materials (ASTM. (1999). "Standard specification for steel strand, uncoated seven-wire for prestressed concrete." ASTM A416/A416M-99, West Conshohocken, Pa.
    • (1999) ASTM A416/A416M-99
  • 3
    • 0030243059 scopus 로고
    • Flexural strength of externally prestressed concrete beams
    • Aparicio, A. C., and Ramos, G. (1966). "Flexural strength of externally prestressed concrete beams." ACI Struct. J., 93(5), 512-523.
    • (1966) ACI Struct. J. , vol.93 , Issue.5 , pp. 512-523
    • Aparicio, A.C.1    Ramos, G.2
  • 5
    • 0008492825 scopus 로고
    • Flexural strength of prestressed concrete beams
    • Billet, D. F., and Appleton, J. H. (1954). "Flexural strength of prestressed concrete beams." ACI J., 25(10), 837-854.
    • (1954) ACI J. , vol.25 , Issue.10 , pp. 837-854
    • Billet, D.F.1    Appleton, J.H.2
  • 6
    • 18744375882 scopus 로고
    • CEB Bulletin d'Information No. 123
    • Construction Press Ltd., Lancaster, England
    • CEB-FIP. (1978). "CEB Bulletin d'Information No. 123." CEB-FIP manual of buckling and instability, Construction Press Ltd., Lancaster, England.
    • (1978) CEB-FIP Manual of Buckling and Instability
  • 7
    • 18744380537 scopus 로고
    • CEB Bulletin d'Information No. 203-204-205
    • CEB, Lausanne, Switzerland
    • Comité Euro-International du Béton/International Federation for Structural Concrete (CEB/FIB. (1991). "CEB Bulletin d'Information No. 203-204-205." CEB-FIP Model Code 1990, CEB, Lausanne, Switzerland.
    • (1991) CEB-FIP Model Code 1990
  • 8
    • 0008506463 scopus 로고
    • Eurocode 2: Design of concrete structures. Part 1-5: Structures with unbonded and external prestressing tendons
    • European Committee for Standardization, Brussels, Belgium
    • Comité Européen de Normalisation (CEN). (1992a). "Eurocode 2: Design of concrete structures. Part 1-5: Structures with unbonded and external prestressing tendons." ENV 1992-1-5, European Committee for Standardization, Brussels, Belgium.
    • (1992) ENV 1992-1-5
  • 9
    • 33744573112 scopus 로고
    • Eurocode 2: Design of concrete structures. Part 1: General rules and rules for buildings
    • European Committee for Standardization, Brussels, Belgium
    • Comité Européen de Normalisation (CEN). (1992b). "Eurocode 2: Design of concrete structures. Part 1: General rules and rules for buildings." ENV 1992-1-1, European Committee for Standardization, Brussels, Belgium.
    • (1992) ENV 1992-1-1
  • 10
    • 33746258873 scopus 로고
    • Steel for the reinforcement of concrete. Weldable ribbed reinforcing steel B500. Technical delivery conditions for bars, coils and welded fabric
    • European Committee for Standardization, Brussels, Belgium
    • Comité Européen de Normalisation (CEN). (1995). "Steel for the reinforcement of concrete. Weldable ribbed reinforcing steel B500. Technical delivery conditions for bars, coils and welded fabric." ENV 10080, European Committee for Standardization, Brussels, Belgium.
    • (1995) ENV 10080
  • 11
    • 4344569496 scopus 로고    scopus 로고
    • Draft prEN 10138-3, European Committee for Standardization, Brussels, Belgium
    • Comité Européen de Normalisation (CEN). (1998). "Prestressing steels -Part 3: Strand." Draft prEN 10138-3, European Committee for Standardization, Brussels, Belgium.
    • (1998) Prestressing Steels -Part 3: Strand
  • 12
    • 0019632943 scopus 로고
    • Flexural strength of prestressed concrete beams with unbonded tendons
    • Cooke, N., Park, R., and Young, P. (1981). "Flexural strength of prestressed concrete beams with unbonded tendons." PCI J., 26(6), 52-80.
    • (1981) PCI J. , vol.26 , Issue.6 , pp. 52-80
    • Cooke, N.1    Park, R.2    Young, P.3
  • 14
    • 0022149282 scopus 로고
    • Ultimate stress of unbonded tendons in partially prestressed concrete beams
    • Du, G., and Tao, X. (1985). "Ultimate stress of unbonded tendons in partially prestressed concrete beams," PCI J., 30(6), 72-90.
    • (1985) PCI J. , vol.30 , Issue.6 , pp. 72-90
    • Du, G.1    Tao, X.2
  • 15
    • 18744410260 scopus 로고    scopus 로고
    • Florida double-tee general instructions
    • Structure Design Center, Tallahassee, Fla.
    • Florida Department of Transportation (Florida DOT. (1998). "Florida double-tee general instructions." Drawing Index I-120, Structure Design Center, Tallahassee, Fla.
    • (1998) Drawing Index , vol.I-120
  • 16
    • 0002363377 scopus 로고
    • Strengthening of concrete beams by external prestressing
    • Harajli, M. H. (1993). "Strengthening of concrete beams by external prestressing," PCI J., 38(6), 76-88.
    • (1993) PCI J. , vol.38 , Issue.6 , pp. 76-88
    • Harajli, M.H.1
  • 17
    • 0032655304 scopus 로고    scopus 로고
    • Externally prestressed members: Evaluation of second-order effects
    • Harajli, M. H., Khairallah, N., and Nassif, H. (1999). "Externally prestressed members: Evaluation of second-order effects." J. Struct. Eng., 125(10), 1151-1161.
    • (1999) J. Struct. Eng. , vol.125 , Issue.10 , pp. 1151-1161
    • Harajli, M.H.1    Khairallah, N.2    Nassif, H.3
  • 19
    • 0000383448 scopus 로고
    • Comparative study of prestressed concrete beams with and without bond
    • Mattock, A. H., Yamazaki, J., and Kattula, B. T. (1971). "Comparative study of prestressed concrete beams with and without bond." ACI J., 68, 116-125.
    • (1971) ACI J. , vol.68 , pp. 116-125
    • Mattock, A.H.1    Yamazaki, J.2    Kattula, B.T.3
  • 21
    • 0030109353 scopus 로고    scopus 로고
    • A numerical model for externally prestressed beams
    • Pisani, M. A. (1996). "A numerical model for externally prestressed beams." Struct. Eng. Mech., 4(2), 177-190.
    • (1996) Struct. Eng. Mech. , vol.4 , Issue.2 , pp. 177-190
    • Pisani, M.A.1
  • 22
    • 0030422252 scopus 로고    scopus 로고
    • Beams prestressed with unbonded tendons at ultimate
    • Pisani, M. A., and Nicoli, E. (1996). "Beams prestressed with unbonded tendons at ultimate." Can. J. Civ. Eng., 23(6), 1220-1230.
    • (1996) Can. J. Civ. Eng. , vol.23 , Issue.6 , pp. 1220-1230
    • Pisani, M.A.1    Nicoli, E.2
  • 23
    • 0030190263 scopus 로고    scopus 로고
    • Behavior of externally prestressed concrete with multiple deviators ACI Struct
    • Rao, P. S., and Mathew, G. (1996). "Behavior of externally prestressed concrete with multiple deviators," ACI Struct. J., 93(4), 387-396.
    • (1996) J. , vol.93 , Issue.4 , pp. 387-396
    • Rao, P.S.1    Mathew, G.2
  • 24
    • 0028263281 scopus 로고
    • Static response of fiberglass pretensioned beams
    • Sen, R., Issa, M., Sun, Z., and Shahawy, M. (1994). "Static response of fiberglass pretensioned beams." J. Struct. Eng., 120(1), 252-268.
    • (1994) J. Struct. Eng. , vol.120 , Issue.1 , pp. 252-268
    • Sen, R.1    Issa, M.2    Sun, Z.3    Shahawy, M.4
  • 25
    • 0003124080 scopus 로고
    • Loading tests of concrete beams prestressed with glass fiber tendons
    • Taerwe, L., Lambotte, H., and Miesseler, H. J. (1992). "Loading tests of concrete beams prestressed with glass fiber tendons," PCI J., 37(4), 84-97.
    • (1992) PCI J. , vol.37 , Issue.4 , pp. 84-97
    • Taerwe, L.1    Lambotte, H.2    Miesseler, H.J.3
  • 27
    • 0030784630 scopus 로고    scopus 로고
    • Effects of deviators and tendon configuration on behavior of externally prestressed beams
    • Tan, K. H., and Ng, C. K. (1997). "Effects of deviators and tendon configuration on behavior of externally prestressed beams," ACI Struct. J., 94(1), 13-22.
    • (1997) ACI Struct. J. , vol.94 , Issue.1 , pp. 13-22
    • Tan, K.H.1    Ng, C.K.2
  • 29
    • 0028496917 scopus 로고
    • Unbonded post-tensioning tendons and partially prestressed beams
    • Chakrabarti, P. R., Whang, T. P., Brown, W., Arsad, K. M., and Amezeua, E. (1994). "Unbonded post-tensioning tendons and partially prestressed beams." ACI Struct. J., 91(5), 616-625.
    • (1994) ACI Struct. J. , vol.91 , Issue.5 , pp. 616-625
    • Chakrabarti, P.R.1    Whang, T.P.2    Brown, W.3    Arsad, K.M.4    Amezeua, E.5


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.