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Volumn 126, Issue 7, 2000, Pages 790-797

Limit analysis of ultimate strength of tubular X-joints

Author keywords

[No Author keywords available]

Indexed keywords

FAILURE ANALYSIS; MATHEMATICAL MODELS; PLASTICITY; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

EID: 0033738306     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:7(790)     Document Type: Article
Times cited : (33)

References (12)
  • 1
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    • Recommended practice for planning, designing, and constructing fixed offshore platforms - Working stress design
    • Washington, D.C.
    • American Petroleum Institute (API). (1993). "Recommended practice for planning, designing, and constructing fixed offshore platforms - working stress design." API Recommended Pract. 2A-WSD, 20th Ed., Washington, D.C.
    • (1993) API Recommended Pract. 2A-WSD, 20th Ed.
  • 2
    • 0016564040 scopus 로고
    • Gap joints with tubular members - A yield line approach
    • Davies, G., and Roper, C. G. (1975). "Gap joints with tubular members - a yield line approach." Build. Sci., 10, 199-205.
    • (1975) Build. Sci. , vol.10 , pp. 199-205
    • Davies, G.1    Roper, C.G.2
  • 4
    • 0032122769 scopus 로고    scopus 로고
    • Strength of DT tubular joints with brace and chord compression
    • ASCE
    • Kang, C. T., Moffat, D. G., and Mistry, J. (1998). "Strength of DT tubular joints with brace and chord compression." J. Struct. Engrg., ASCE, 124(7), 775-783.
    • (1998) J. Struct. Engrg. , vol.124 , Issue.7 , pp. 775-783
    • Kang, C.T.1    Moffat, D.G.2    Mistry, J.3
  • 5
    • 0021371138 scopus 로고
    • Ultimate resistance of unstiffened tubular joints
    • ASCE
    • Kurobane, Y., Makino, Y., and Ochi, K. (1984). "Ultimate resistance of unstiffened tubular joints." J. Struct. Engrg., ASCE, 110(2), 385-400.
    • (1984) J. Struct. Engrg. , vol.110 , Issue.2 , pp. 385-400
    • Kurobane, Y.1    Makino, Y.2    Ochi, K.3
  • 7
    • 0005671766 scopus 로고
    • Ultimate strength analysis of simple CHS joints using the yield line theory
    • E. Niemi and Makelainen, eds., Elsevier Science, New York
    • Makino, Y., Kurobane, Y., and Tozaki, T. (1989). "Ultimate strength analysis of simple CHS joints using the yield line theory." Proc., 3rd Int. Symp. on Tubular Struct., E. Niemi and Makelainen, eds., Elsevier Science, New York.
    • (1989) Proc., 3rd Int. Symp. on Tubular Struct.
    • Makino, Y.1    Kurobane, Y.2    Tozaki, T.3
  • 8
    • 85037789736 scopus 로고
    • Behaviour of welded joints of square and rectangular tubular structures - A theoretical approach based on the method of yield lines
    • Dublin, Ireland, XV-426-78
    • Mouty, J. (1978). "Behaviour of welded joints of square and rectangular tubular structures - a theoretical approach based on the method of yield lines." Int. Inst. of Welding Annu. Assemble, Dublin, Ireland, XV-426-78.
    • (1978) Int. Inst. of Welding Annu. Assemble
    • Mouty, J.1
  • 9
    • 0020088876 scopus 로고
    • Ultimate strength of gapped joints in RHS trusses
    • ASCE
    • Packer, J. A., Davies, G., and Coutie, M. G. (1982). "Ultimate strength of gapped joints in RHS trusses." J. Struct. Div., ASCE, 108(2), 411-421.
    • (1982) J. Struct. Div. , vol.108 , Issue.2 , pp. 411-421
    • Packer, J.A.1    Davies, G.2    Coutie, M.G.3
  • 11
    • 0004073662 scopus 로고
    • Delft University Press, Delft, The Netherlands
    • Wardenier, J. (1982). Hollow section joints, Delft University Press, Delft, The Netherlands.
    • (1982) Hollow Section Joints
    • Wardenier, J.1
  • 12
    • 0019632215 scopus 로고
    • Ultimate capacity of circular tubular joints
    • Yura, J. A., Edwards, I. F., and Zettlemoyer, N. (1981). "Ultimate capacity of circular tubular joints." J. Struct. Div., ASCE, 107(10), 1965-1984.
    • (1981) J. Struct. Div., ASCE , vol.107 , Issue.10 , pp. 1965-1984
    • Yura, J.A.1    Edwards, I.F.2    Zettlemoyer, N.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.