메뉴 건너뛰기




Volumn 6, Issue 1, 1997, Pages 1-22

Time effects in concrete-filled steel box columns in tall buildings

Author keywords

[No Author keywords available]

Indexed keywords

AGE ADJUSTED EFFECTIVE MODULUS METHOD; AXIAL SHORTENING; CONCRETE FILLED STEEL BOX COLUMNS; INCREMENTAL LOADING; TIME DEPENDENT EFFECTS;

EID: 0031095741     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/(sici)1099-1794(199703)6:1<1::aid-tal78>3.0.co;2-k     Document Type: Article
Times cited : (31)

References (23)
  • 8
    • 0029275778 scopus 로고
    • Simulation of input motions in wide period range for earthquake resistant design of super high rise buildings
    • M. Watanabe, K. Dan, A. Mita and T. Ishii, 'Simulation of input motions in wide period range for earthquake resistant design of super high rise buildings', Struct. Design Tall Buildings, 4(1), 103-112 (1995).
    • (1995) Struct. Design Tall Buildings , vol.4 , Issue.1 , pp. 103-112
    • Watanabe, M.1    Dan, K.2    Mita, A.3    Ishii, T.4
  • 9
    • 8344236427 scopus 로고    scopus 로고
    • Wet concrete loading of thin-walled steel box columns during construction of a tall building
    • submitted for publication
    • B. Uy and S. Das, 'Wet concrete loading of thin-walled steel box columns during construction of a tall building', J. Constl Steel Res., Int. J., submitted for publication.
    • J. Constl Steel Res., Int. J.
    • Uy, B.1    Das, S.2
  • 10
    • 0026944126 scopus 로고
    • Strength of concrete-filled thin-walled steel box columns: Experiment
    • H. Ge and T. Usami, 'Strength of concrete-filled thin-walled steel box columns: experiment', J. Struct. Engng, ASCE, 118(1), 3036-3054 (1992).
    • (1992) J. Struct. Engng, ASCE , vol.118 , Issue.1 , pp. 3036-3054
    • Ge, H.1    Usami, T.2
  • 11
    • 0028062518 scopus 로고
    • Strength analysis of concrete-filled thin-walled steel box columns
    • H. Ge and T. Usami, 'Strength analysis of concrete-filled thin-walled steel box columns', J. Constl Steel Res., 30, 607-612 (1994).
    • (1994) J. Constl Steel Res. , vol.30 , pp. 607-612
    • Ge, H.1    Usami, T.2
  • 12
    • 0028576073 scopus 로고
    • Ductility of concrete-filled steel box columns under cyclic loading
    • T. Usami and H. Ge, 'Ductility of concrete-filled steel box columns under cyclic loading', J. Struct. Engng, ASCE, 120(7), 2021-2040 (1994).
    • (1994) J. Struct. Engng, ASCE , vol.120 , Issue.7 , pp. 2021-2040
    • Usami, T.1    Ge, H.2
  • 14
    • 8344284751 scopus 로고    scopus 로고
    • Local and post-local buckling of concrete filled mild and high strength steel welded box columns
    • submitted for publication
    • B. Uy, 'Local and post-local buckling of concrete filled mild and high strength steel welded box columns', J. Constl Steel Res., Int. J., submitted for publication.
    • J. Constl Steel Res., Int. J.
    • Uy, B.1
  • 15
    • 0030166488 scopus 로고    scopus 로고
    • Concrete filled high strength steel box columsn for tall buildings: Behaviour and design
    • B. Uy and S. B. Patil, 'Concrete filled high strength steel box columsn for tall buildings: behaviour and design', Struct. Design Tall Buildings, 5(2), 75-94 (1996).
    • (1996) Struct. Design Tall Buildings , vol.5 , Issue.2 , pp. 75-94
    • Uy, B.1    Patil, S.B.2
  • 20
    • 0000121310 scopus 로고
    • Predition of concrete creep effects using age adjusted effective modulus method
    • Z. P. Bazant, Predition of concrete creep effects using age adjusted effective modulus method', Proc. American Concrete Inst., 69, 212-217 (1972).
    • (1972) Proc. American Concrete Inst. , vol.69 , pp. 212-217
    • Bazant, Z.P.1
  • 21
  • 23
    • 0003604547 scopus 로고
    • Paris
    • Comité Euro-International du Béton-Fédération Internationale de la Précontrainte, CEB-FIP Model Code for Concrete Structures, Paris, 1978, 348 pp.
    • (1978) CEB-FIP Model Code for Concrete Structures


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.