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Volumn 124, Issue 10, 1998, Pages 1125-1138

Axially Loaded Concrete-Filled Steel Tubes

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS (STRUCTURAL); COMPRESSION TESTING; CONCRETE BEAMS AND GIRDERS; FAILURE ANALYSIS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STEEL BEAMS AND GIRDERS; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; YIELD STRESS;

EID: 0032186761     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:10(1125)     Document Type: Article
Times cited : (798)

References (16)
  • 1
    • 0003494025 scopus 로고
    • Hibbitt, Karlsson, and Sorensen, Inc., Pawtucket, R.I.
    • ABAQUS User's Manual. (1994). Hibbitt, Karlsson, and Sorensen, Inc., Pawtucket, R.I.
    • (1994) ABAQUS User's Manual
  • 2
    • 0000463144 scopus 로고
    • Mass concrete tests in large cylinders
    • Blanks, R. F., and McNamara, C. C. (1935). "Mass concrete tests in large cylinders." ACI J., 31(Jan.-Feb.), 280-303.
    • (1935) ACI J. , vol.31 , Issue.JAN.-FEB. , pp. 280-303
    • Blanks, R.F.1    McNamara, C.C.2
  • 3
    • 0003600382 scopus 로고
    • Building code requirements for reinforced concrete
    • Am. Concrete Inst., Detroit, Mich.
    • "Building code requirements for reinforced concrete." (1989). ACI 318-89, Am. Concrete Inst., Detroit, Mich.
    • (1989) ACI , vol.318 , Issue.89
  • 4
    • 0002841704 scopus 로고
    • Strength of steel-encased concrete beam-columns
    • Furlong, R. W. (1967). "Strength of steel-encased concrete beam-columns." J. Struct. Div., ASCE, 93(5), 113-124.
    • (1967) J. Struct. Div., ASCE , vol.93 , Issue.5 , pp. 113-124
    • Furlong, R.W.1
  • 5
    • 0000842504 scopus 로고
    • Design of steel-encased concrete beam-columns
    • Furlong, R. W. (1968). "Design of steel-encased concrete beam-columns." J. Struct. Div., ASCE, 94(1), 267-281.
    • (1968) J. Struct. Div., ASCE , vol.94 , Issue.1 , pp. 267-281
    • Furlong, R.W.1
  • 6
    • 0001030666 scopus 로고
    • Structural behavior of concrete filled steel tubes
    • Gardner, N. J., and Jacobson, E. R. (1967). "Structural behavior of concrete filled steel tubes." ACI J., 64(7), 404-412.
    • (1967) ACI J. , vol.64 , Issue.7 , pp. 404-412
    • Gardner, N.J.1    Jacobson, E.R.2
  • 8
    • 0000566899 scopus 로고
    • Strength of concrete-filled steel tubular columns
    • Knowles, R. B., and Park, R. (1969). "Strength of concrete-filled steel tubular columns." J. Struct. Div., ASCE, 95(12), 2565-2587.
    • (1969) J. Struct. Div., ASCE , vol.95 , Issue.12 , pp. 2565-2587
    • Knowles, R.B.1    Park, R.2
  • 9
    • 0000143740 scopus 로고
    • Axial load design for concrete filled steel tubes
    • Knowles, R. B., and Park, R. (1970). "Axial load design for concrete filled steel tubes." J. Struct. Div., ASCE, 96(10), 2125-2153.
    • (1970) J. Struct. Div., ASCE , vol.96 , Issue.10 , pp. 2125-2153
    • Knowles, R.B.1    Park, R.2
  • 10
    • 0006413546 scopus 로고
    • The reliability of composite columns and beam columns
    • Dept. of Civ. and Mineral Engrg., Univ. of Minnesota, Minneapolis, Minn.
    • Lundberg, J. E. (1993). "The reliability of composite columns and beam columns." Struct. Engrg. Rep. No. 93-2, Dept. of Civ. and Mineral Engrg., Univ. of Minnesota, Minneapolis, Minn.
    • (1993) Struct. Engrg. Rep. No. 93-2 , vol.93 , Issue.2
    • Lundberg, J.E.1
  • 14
    • 84971282664 scopus 로고
    • A specification for the design of steel-concrete composite columns
    • Fourth Quarter
    • Structural Stability Research Council (SSRC)-Task Group 20 (1979). "A specification for the design of steel-concrete composite columns.' AISC Engrg. J., Fourth Quarter.
    • (1979) AISC Engrg. J.
  • 15
    • 85033936010 scopus 로고
    • Rep., Ministry of Educ., Sci. and Culture, Dept. of Arch., Kyushu Univ., Fukuoka, Japan
    • Tomii, M., and Sakino, K. (1988). "Concrete-filled steel tubes." Rep., Ministry of Educ., Sci. and Culture, Dept. of Arch., Kyushu Univ., Fukuoka, Japan, Pt. I, 1-22.
    • (1988) Concrete-filled Steel Tubes , Issue.PART I , pp. 1-22
    • Tomii, M.1    Sakino, K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.