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Volumn 126, Issue 11, 2000, Pages 1312-1319

Ductility evaluation procedure for thin-walled steel structures

Author keywords

[No Author keywords available]

Indexed keywords

CANTILEVER BEAMS; COLUMNS (STRUCTURAL); DUCTILITY; FAILURE ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

EID: 0034324104     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:11(1312)     Document Type: Article
Times cited : (52)

References (12)
  • 1
    • 0003494025 scopus 로고    scopus 로고
    • Hibbitt, Karlsson and Sorenson, Inc., Pawtucket, R.I.
    • ABAQUS/Standard user's manual; version 5.7. (1998). Hibbitt, Karlsson and Sorenson, Inc., Pawtucket, R.I.
    • (1998) ABAQUS/Standard User's Manual; Version 5.7.
  • 3
    • 0039205648 scopus 로고    scopus 로고
    • Ductility of steel short cylinders in compression and bending." J
    • Gao, S. B., Usami, T., and Ge, H. B. (1998a). "Ductility of steel short cylinders in compression and bending." J. Engrg. Mech., ASCE, 124(2), 176-183.
    • (1998) Engrg. Mech., ASCE , vol.124 , Issue.2 , pp. 176-183
    • Gao, S.B.1    Usami, T.2    Ge, H.B.3
  • 4
    • 0001140773 scopus 로고    scopus 로고
    • Ductility evaluation of steel bridge piers with pipe sections." J
    • Gao, S. B., Usami, T., and Ge, H. B. (1998b). "Ductility evaluation of steel bridge piers with pipe sections." J. Engrg. Mech., ASCE, 124(3), 260-267.
    • (1998) Engrg. Mech., ASCE , vol.124 , Issue.3 , pp. 260-267
    • Gao, S.B.1    Usami, T.2    Ge, H.B.3
  • 6
    • 33847571472 scopus 로고    scopus 로고
    • Formulae for evaluating shear-bending buckling strength of steel piers with circular cross section and applicability of the numerical buckling analysis method." Proc., Nonlinear Nutner
    • Nakamura, H. (1997). "Formulae for evaluating shear-bending buckling strength of steel piers with circular cross section and applicability of the numerical buckling analysis method." Proc., Nonlinear Nutner. Anal, and Scismic Des. of Steel Bridge Piers, Japan Society of Civil Engineers, Tokyo, 37-42.
    • (1997) Anal, and Scismic Des. of Steel Bridge Piers, Japan Society of Civil Engineers, Tokyo, 37-42.
    • Nakamura, H.1
  • 11
    • 85037787122 scopus 로고    scopus 로고
    • A seismic performance evaluation procedure for steel framed bridge piers through a push-over analysis and an equivalent SDOF model." Struct
    • in Japanese.
    • Usami, T., Zheng, Y., and Ge, H. B. (1999). "A seismic performance evaluation procedure for steel framed bridge piers through a push-over analysis and an equivalent SDOF model." Struct. Afech. and Earthquake Engrg., Japan Society of Civil Engineers, Tokyo, 626/1-48, 231-240 (in Japanese).
    • (1999) Afech. and Earthquake Engrg., Japan Society of Civil Engineers, Tokyo, 626/1-48 , pp. 231-240
    • Usami, T.1    Zheng, Y.2    Ge, H.B.3
  • 12
    • 0034320817 scopus 로고    scopus 로고
    • Ductility of thin-walled steel box stub-columns." J
    • Zheng, Y, Usami, T., and Ge, H. B. (2000). "Ductility of thin-walled steel box stub-columns." J. Struct. Engrg., ASCE, 1304-1311.
    • (2000) Struct. Engrg., ASCE , pp. 1304-1311
    • Zheng, Y.1    Usami, T.2    Ge, H.B.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.