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Volumn 56, Issue 3, 2000, Pages 271-286

Embedded steel column bases: II. Design model proposal

Author keywords

Axial strength; Bending strength; Design model; Embedded column bases; Shear strength; Steel columns; Steel frames

Indexed keywords

BENDING STRENGTH; COLUMNS (STRUCTURAL); COMPUTER SIMULATION; MATHEMATICAL MODELS; PLASTICITY; SHEAR STRENGTH; STRESS CONCENTRATION; STRUCTURAL ANALYSIS;

EID: 0034559467     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(99)00106-6     Document Type: Article
Times cited : (22)

References (15)
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    • 0039499666 scopus 로고    scopus 로고
    • Embedded column base: I. Experiment and numerical simulation
    • this issue
    • Pertold J, Xiao R, Wald F. Embedded column base: I. Experiment and numerical simulation. J Construct Steel Res, this issue.
    • J Construct Steel Res
    • Pertold, J.1    Xiao, R.2    Wald, F.3
  • 2
    • 0040999595 scopus 로고
    • Strength and deformation of column bases embedded in base concrete
    • Akiyama H., Kurosawa M., Wakuni N., Nishimura I. Strength and deformation of column bases embedded in base concrete. AIJ. 335:1984;45-53.
    • (1984) AIJ , vol.335 , pp. 45-53
    • Akiyama, H.1    Kurosawa, M.2    Wakuni, N.3    Nishimura, I.4
  • 3
    • 0039813006 scopus 로고
    • Steel column bases in Japan: experimental research and design practice
    • In: Wald F, editor. Brussels: ESCP-EEC-EAEC
    • Nakashima S. Steel column bases in Japan: experimental research and design practice. In: Wald F, editor. Proceedings of the Second State of the Art Workshop COST C1. Brussels: ESCP-EEC-EAEC, 1994. p. 247-58.
    • (1994) Proceedings of the Second State of the Art Workshop COST C1 , pp. 247-258
    • Nakashima, S.1
  • 4
    • 0040999603 scopus 로고
    • Experimental behaviour of encased steel square tubular column-base connections
    • P. Dowling, J.E. Harding, R. Bjorhovde, & E. Martinez-Romeo. Acapulco: Elsevier Applied Science
    • Nakashima S. Experimental behaviour of encased steel square tubular column-base connections. Dowling P., Harding J.E., Bjorhovde R., Martinez-Romeo E. Proceedings of the First Word Conference on Constructional Steel Design, Word Developments. 1992;240-249 Elsevier Applied Science, Acapulco.
    • (1992) Proceedings of the First Word Conference on Constructional Steel Design, Word Developments , pp. 240-249
    • Nakashima, S.1
  • 6
    • 0040405468 scopus 로고
    • Behaviour of full scale exposed type steel square tubular column bases under lateral loading
    • Helsinki
    • Nakashima S, Suzuki T, Igarashi S. Behaviour of full scale exposed type steel square tubular column bases under lateral loading. In: IABSE Symposium, Part A. Helsinki, 1989. p. 148-52.
    • (1989) In: IABSE Symposium, Part a , pp. 148-152
    • Nakashima, S.1    Suzuki, T.2    Igarashi, S.3
  • 8
    • 0040405467 scopus 로고
    • Experimental study on square steel tubular column - bases embedded in foundation beams, Part 1, 2 and Part 3, 4, Abstracts
    • (September) and 1984; (October):1251-54.
    • Nakashima S, Nakagawa N. Experimental study on square steel tubular column - bases embedded in foundation beams, Part 1, 2 and Part 3, 4, Abstracts. Annual Meeting of A.I.J., 1984; (September):1389-92 and 1984; (October):1251-54.
    • (1984) Annual Meeting of A.I.J. , pp. 1389-1392
    • Nakashima, S.1    Nakagawa, N.2
  • 11
    • 0024893036 scopus 로고
    • Ultimate limit strength of column-base connection
    • Penserini P., Colson A. Ultimate limit strength of column-base connection. J Construct Steel Res. 14:1989;301-320.
    • (1989) J Construct Steel Res , vol.14 , pp. 301-320
    • Penserini, P.1    Colson, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.