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Volumn 125, Issue 2, 1999, Pages 202-210

Static strength of axially loaded tubular K-joints. II: Ultimate capacity

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING CODES; FINITE ELEMENT METHOD; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

EID: 0033076698     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:2(202)     Document Type: Article
Times cited : (66)

References (14)
  • 4
    • 0033077316 scopus 로고    scopus 로고
    • Static strength of axially loaded tubular K-joints. I: behaviour
    • ASCE
    • Dexter, E. M., and Lee, M. M. K. (1999). "Static strength of axially loaded tubular K-joints. I: Behaviour." J. Struct. Engrg., ASCE, 125(2), 194-201.
    • (1999) J. Struct. Engrg. , vol.125 , Issue.2 , pp. 194-201
    • Dexter, E.M.1    Lee, M.M.K.2
  • 5
    • 0030082830 scopus 로고    scopus 로고
    • Overlap K joints in circular hollow sections under axial loading (an investigation of the factors affecting static strength using numerical modelling)
    • Dexter, E. M., Lee, M. M. K., and Kirkwood, M. G. (1996). "Overlap K joints in circular hollow sections under axial loading (an investigation of the factors affecting static strength using numerical modelling)." J. Offshore Mech. and Arctic Engrg., 118, 53-61.
    • (1996) J. Offshore Mech. and Arctic Engrg. , vol.118 , pp. 53-61
    • Dexter, E.M.1    Lee, M.M.K.2    Kirkwood, M.G.3
  • 6
    • 0002750668 scopus 로고
    • A numerical investigation into the capacity of overlap circular K-joints
    • Melbourne, Australia
    • Healy, B. E. (1994). "A numerical investigation into the capacity of overlap circular K-joints." Proc., 6th Int. Symp. on Tubular Struct., Melbourne, Australia, 563-571.
    • (1994) Proc., 6th Int. Symp. on Tubular Struct. , pp. 563-571
    • Healy, B.E.1
  • 7
    • 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
  • 8
    • 0031102593 scopus 로고    scopus 로고
    • AWS vs. international design rules for circular tubular K-connections
    • Kurobane, Y., and Ochi, K. (1996). "AWS vs. international design rules for circular tubular K-connections." Engrg. Struct., 19(3), 259-266.
    • (1996) Engrg. Struct. , vol.19 , Issue.3 , pp. 259-266
    • Kurobane, Y.1    Ochi, K.2
  • 10
    • 0025213786 scopus 로고
    • Codification of tubular joints design practice - a plea for rationalisation
    • Houston, Tex.
    • Lalani, M. (1990). "Codification of tubular joints design practice - a plea for rationalisation." Proc., 9th Int. Conf. on Offshore Mech. and Arctic Engrg., Vol. 3-B, Houston, Tex.
    • (1990) Proc., 9th Int. Conf. on Offshore Mech. and Arctic Engrg. , vol.3 B
    • Lalani, M.1
  • 13
    • 84949397399 scopus 로고
    • Ultimate capacity equations for tubular joints
    • Offshore Technology Conference, Houston, Tex.
    • Yura, J. A., Zettlemoyer, N., and Edwards, I. F. (1980). "Ultimate capacity equations for tubular joints." Offshore Technol. Conf. 3690, Offshore Technology Conference, Houston, Tex.
    • (1980) Offshore Technol. Conf. 3690
    • Yura, J.A.1    Zettlemoyer, N.2    Edwards, I.F.3
  • 14
    • 0029707724 scopus 로고    scopus 로고
    • ISO harmonisation of offshore guidance on strength of tubular joints
    • Los Angeles
    • Zettlemoyer, N. (1996). "ISO harmonisation of offshore guidance on strength of tubular joints." Proc., 6th Int. Offshore and Polar Engrg. Conf., Los Angeles.
    • (1996) Proc., 6th Int. Offshore and Polar Engrg. Conf.
    • Zettlemoyer, N.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.