OPTIMUM DESIGN OF FRAMED STRUCTURES WITH REGARD TO ELASTIC BUCKLING.

Masahiko Amari, Hiroshi Yamakawa, Atsubumi Okumura

Research output: Contribution to journalArticle

Abstract

The development of a general method for optimum design of framed structures with regard to their elastic buckling behavior using the finite element method for computing the buckling laod and Rosen's gradient projection method for optimization technique is described.

Original languageEnglish
Pages (from-to)309-318
Number of pages10
JournalBulletin of the JSME
Volume22
Issue number165
Publication statusPublished - 1979 Mar
Externally publishedYes

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Buckling
Finite element method
Optimum design

ASJC Scopus subject areas

  • Engineering(all)

Cite this

Amari, M., Yamakawa, H., & Okumura, A. (1979). OPTIMUM DESIGN OF FRAMED STRUCTURES WITH REGARD TO ELASTIC BUCKLING. Bulletin of the JSME, 22(165), 309-318.

OPTIMUM DESIGN OF FRAMED STRUCTURES WITH REGARD TO ELASTIC BUCKLING. / Amari, Masahiko; Yamakawa, Hiroshi; Okumura, Atsubumi.

In: Bulletin of the JSME, Vol. 22, No. 165, 03.1979, p. 309-318.

Research output: Contribution to journalArticle

Amari, M, Yamakawa, H & Okumura, A 1979, 'OPTIMUM DESIGN OF FRAMED STRUCTURES WITH REGARD TO ELASTIC BUCKLING.', Bulletin of the JSME, vol. 22, no. 165, pp. 309-318.
Amari M, Yamakawa H, Okumura A. OPTIMUM DESIGN OF FRAMED STRUCTURES WITH REGARD TO ELASTIC BUCKLING. Bulletin of the JSME. 1979 Mar;22(165):309-318.
Amari, Masahiko ; Yamakawa, Hiroshi ; Okumura, Atsubumi. / OPTIMUM DESIGN OF FRAMED STRUCTURES WITH REGARD TO ELASTIC BUCKLING. In: Bulletin of the JSME. 1979 ; Vol. 22, No. 165. pp. 309-318.
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