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Volumn 124, Issue 2, 1998, Pages 176-183

Ductility of steel short cylinders in compression and bending

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EID: 0039205648     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1998)124:2(176)     Document Type: Article
Times cited : (48)

References (17)
  • 2
    • 11344267502 scopus 로고
    • Buckling of steel shells
    • Eur. Convention for Constructional Steel Work (ECCS)
    • "Buckling of steel shells." (1988). ECCS Publ. No. 56, 4th Ed., Eur. Convention for Constructional Steel Work (ECCS).
    • (1988) ECCS Publ. No. 56, 4th Ed.
  • 3
    • 0017465469 scopus 로고
    • Test of fabricated tubular columns
    • ASCE
    • Chen, W. F., and Ross, D. A. (1977). "Test of fabricated tubular columns." J. Struct. Div., ASCE, 103(3), 619-634.
    • (1977) J. Struct. Div. , vol.103 , Issue.3 , pp. 619-634
    • Chen, W.F.1    Ross, D.A.2
  • 4
    • 0002488719 scopus 로고
    • Experimental behavior of ring and stringer stiffened shells
    • Granada Publishing, London
    • Dowling, P. J., and Harding, J. E. (1982). "Experimental behavior of ring and stringer stiffened shells." Buckling of shells in offshore structures. Granada Publishing, London.
    • (1982) Buckling of Shells in Offshore Structures
    • Dowling, P.J.1    Harding, J.E.2
  • 5
    • 0042158736 scopus 로고
    • Analytical study on ultimate strength and deformation of partially concrete-filled steel beam-columns of box sections
    • Ge, H. B., and Usami, T. (1995). "Analytical study on ultimate strength and deformation of partially concrete-filled steel beam-columns of box sections." Struct. Mech./Earthquake Engrg., Proc., Japan Soc. of Civ. Engrs. (JSCE), 513/I-31, 77-88.
    • (1995) Struct. Mech./Earthquake Engrg., Proc., Japan Soc. of Civ. Engrs. (JSCE) , vol.513 , Issue.I-31 , pp. 77-88
    • Ge, H.B.1    Usami, T.2
  • 7
    • 11344283265 scopus 로고
    • An elasto-plastic large deformation analysis of compressed cylindrical shells with initial imperfections
    • Gunawardena, S. R., and Usami, T. (1990). "An elasto-plastic large deformation analysis of compressed cylindrical shells with initial imperfections." Struct. Engrg./Earthquake Engrg., Proc., JSCE, 7(1), 55-65.
    • (1990) Struct. Engrg./Earthquake Engrg., Proc., JSCE , vol.7 , Issue.1 , pp. 55-65
    • Gunawardena, S.R.1    Usami, T.2
  • 8
    • 0018058017 scopus 로고
    • The elasto-plastic analysis of imperfect cylinder
    • London, (Dec)
    • Harding, J. E. (1978). "The elasto-plastic analysis of imperfect cylinder." Proc., Instn. Civ. Engrs., London, Part 2, 65(Dec), 875-892.
    • (1978) Proc., Instn. Civ. Engrs. , vol.65 , Issue.2 PART , pp. 875-892
    • Harding, J.E.1
  • 9
    • 0019607695 scopus 로고
    • Ring-stiffened cylinders under axial and external pressure loading
    • London, (Sept.)
    • Harding, J. E. (1981). "Ring-stiffened cylinders under axial and external pressure loading." Proc., Instn. Civ. Engrs., London, Part 2, 71(Sept.), 863-878.
    • (1981) Proc., Instn. Civ. Engrs. , vol.71 , Issue.2 PART , pp. 863-878
    • Harding, J.E.1
  • 10
    • 0000618221 scopus 로고    scopus 로고
    • An evolutionary-degrading hysteretic model for thin-walled steel structures
    • Kumar, S., and Usami, T. (1996). "An evolutionary-degrading hysteretic model for thin-walled steel structures." Engrg. Struct., 18(7), 504-514.
    • (1996) Engrg. Struct. , vol.18 , Issue.7 , pp. 504-514
    • Kumar, S.1    Usami, T.2
  • 11
    • 11344288069 scopus 로고
    • Local buckling of welded tubular columns
    • Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
    • Ostapenko, A. (1977). "Local buckling of welded tubular columns." Rep. 406.11, Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
    • (1977) Rep. 406.11
    • Ostapenko, A.1
  • 12
    • 0343194410 scopus 로고
    • Local buckling of cylindrical tubular columns made of A-36 steel
    • Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
    • Ostapenko, A., and Grim, D. F. (1980). "Local buckling of cylindrical tubular columns made of A-36 steel." Rep. 450.7, Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
    • (1980) Rep. 450.7
    • Ostapenko, A.1    Grim, D.F.2
  • 16
    • 0039745659 scopus 로고
    • Failure test on tubular steel stub-column in compression and in bending
    • Usami, T., Aoki, T., Kato, M., and Wada, M. (1990). "Failure test on tubular steel stub-column in compression and in bending." Proc., JSCE, 416/I-13(April), 255-264.
    • (1990) Proc., JSCE , vol.416 I-13 , Issue.APRIL , pp. 255-264
    • Usami, T.1    Aoki, T.2    Kato, M.3    Wada, M.4
  • 17
    • 0001891427 scopus 로고
    • A proposal for check of ultimate earthquake resistance of partially concrete-filled steel bridge piers
    • in Japanese
    • Usami, T., Suzuki, M., Mamaghani, I. H. P., and Ge, H. B. (1995). "A proposal for check of ultimate earthquake resistance of partially concrete-filled steel bridge piers." Struct. Mech./Earthquake Engrg., Proc., JSCE, 508/I-31, 69-82. (in Japanese).
    • (1995) Struct. Mech./Earthquake Engrg., Proc., JSCE , vol.508 I-31 , pp. 69-82
    • Usami, T.1    Suzuki, M.2    Mamaghani, I.H.P.3    Ge, H.B.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.