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Volumn 125, Issue 5, 1999, Pages 477-484

Composite action in concrete filled tubes

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETES; INTERFACES (MATERIALS); SHRINKAGE; STRESS ANALYSIS; STRUCTURAL ANALYSIS; TUBES (COMPONENTS);

EID: 0033121621     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:5(477)     Document Type: Article
Times cited : (368)

References (14)
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    • 0001329456 scopus 로고
    • Experimental studies on bond strength between square steel tube and encased concrete core under cyclic shearing force and constant axial loads
    • Morishita, Y., and Tomii, M. (1982). "Experimental studies on bond strength between square steel tube and encased concrete core under cyclic shearing force and constant axial loads." Trans. Japan Concrete Inst., Tokyo, 4, 115-122.
    • (1982) Trans. Japan Concrete Inst., Tokyo , vol.4 , pp. 115-122
    • Morishita, Y.1    Tomii, M.2
  • 5
    • 0002407050 scopus 로고
    • Experimental studies on bond strength in concrete filled circular steel tubular columns subjected to axial loads
    • Morishita, Y., Tomii, M., and Yoshimura, K. (1979a). "Experimental studies on bond strength in concrete filled circular steel tubular columns subjected to axial loads." Trans. Japan Concrete Inst., Tokyo, 1, 351-358.
    • (1979) Trans. Japan Concrete Inst., Tokyo , vol.1 , pp. 351-358
    • Morishita, Y.1    Tomii, M.2    Yoshimura, K.3
  • 6
    • 0002407043 scopus 로고
    • Experimental studies on bond strength in concrete filled on square and octagonal steel tubular columns subjected to axial loads
    • Morishita, Y., Tomii, M., and Yoshimura, K. (1979b). "Experimental studies on bond strength in concrete filled on square and octagonal steel tubular columns subjected to axial loads." Trans. Japan Concrete Inst., Tokyo, 1, 359-366.
    • (1979) Trans. Japan Concrete Inst., Tokyo , vol.1 , pp. 359-366
    • Morishita, Y.1    Tomii, M.2    Yoshimura, K.3
  • 7
    • 0038936780 scopus 로고
    • Bond strength in concrete-filled steel hollow section
    • Elsevier Science
    • Shakir-Khalil, H. (1991). "Bond strength in concrete-filled steel hollow section." Int. Conf. on Steel and Aluminum Struct., Elsevier Science, 22-24, 157-168.
    • (1991) Int. Conf. on Steel and Aluminum Struct. , pp. 22-24
    • Shakir-Khalil, H.1
  • 8
    • 0027910495 scopus 로고
    • Pushout strength of concrete-filled steel hollow sections
    • Shakir-Khalil, H. (1993a). "Pushout strength of concrete-filled steel hollow sections." The Struct. Engr., 71(13), 230-233.
    • (1993) The Struct. Engr. , vol.71 , Issue.13 , pp. 230-233
    • Shakir-Khalil, H.1
  • 9
    • 0027910501 scopus 로고
    • Resistance of concrete-filled steel hollow tubes to pushout forces
    • Shakir-Khalil, H. (1993b). "Resistance of concrete-filled steel hollow tubes to pushout forces." The Struct. Engrg., 71(13), 234-243.
    • (1993) The Struct. Engrg. , vol.71 , Issue.13 , pp. 234-243
    • Shakir-Khalil, H.1
  • 10
    • 0022303837 scopus 로고
    • Bond check for concrete-filled steel tubular columns
    • ASCE, Reston, Va.
    • Tomii, M. (1984). "Bond check for concrete-filled steel tubular columns." Composite and mixed construction. ASCE, Reston, Va., 195-214.
    • (1984) Composite and Mixed Construction , pp. 195-214
    • Tomii, M.1
  • 11
    • 0040120792 scopus 로고
    • A method of improving bond strength between steel tube and concrete core cast in square and octagonal steel tubular columns
    • Tomii, M., Yoshimura, K., and Morishita, Y. (1980a). "A method of improving bond strength between steel tube and concrete core cast in square and octagonal steel tubular columns." Trans. Japan Concrete Inst., Tokyo, 2, 107-114.
    • (1980) Trans. Japan Concrete Inst., Tokyo , vol.2 , pp. 107-114
    • Tomii, M.1    Yoshimura, K.2    Morishita, Y.3
  • 12
    • 0000415015 scopus 로고
    • A method of improving bond strength between steel tube and concrete core cast in circular steel tubular columns
    • Tomii, M., Yoshimura, K., and Morishita, Y. (1980b). "A method of improving bond strength between steel tube and concrete core cast in circular steel tubular columns." Trans. Japan Concrete Inst., 2, 99-106.
    • (1980) Trans. Japan Concrete Inst. , vol.2 , pp. 99-106
    • Tomii, M.1    Yoshimura, K.2    Morishita, Y.3
  • 13
    • 0040714571 scopus 로고
    • Uniform building code, structural engineering design provisions
    • Whittier, Calif.
    • Uniform building code, structural engineering design provisions. (1994). Vol. 2, International Conference of Building Officials, Whittier, Calif.
    • (1994) International Conference of Building Officials , vol.2
  • 14
    • 0040120795 scopus 로고
    • Bond strength in concrete filled circular steel tubes
    • Engrg. Struct. Lab., Civ. Engrg. Dept., Imperial College, London
    • Virdi, K. S., and Dowling, P. J. (1975). "Bond strength in concrete filled circular steel tubes." CESLIC Rep. CC11, Engrg. Struct. Lab., Civ. Engrg. Dept., Imperial College, London.
    • (1975) CESLIC Rep. CC11
    • Virdi, K.S.1    Dowling, P.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.