OPTIMUM DESIGN OF STRUCTURES WITH REGARD TO THEIR VIBRATIONAL CHARACTERISTICS - 1. A GENERAL METHOD OF OPTIMUM DESIGN.

Hiroshi Yamakawa, Atsubumi Okumura

Research output: Contribution to journalArticle

2 Citations (Scopus)

Abstract

An attempt is made to establish a general method or algorithm for solving optimum structural design problems, in which natural frequencies are involved in objective functions and/or in conditions of constraints. The proposed method has wide adaptability to various geometries of structures, by making use of the large matrix method or the transfer matrix method for vibration analysis, after discretizing structures by finite-element idealization. As Rosen's gradient projection method is also employed for optimization technique, the present method can be applied to structures having a number of constraints and design variables even in the case that constraints and objective functions appear in nonlinear forms. Moreover, it is found that the procedure given here, for evaluating gradients of frequency-involved quantities with respect to the design variables, can be utilized in any eigenvalue problems and for other optimization techniques.

Original languageEnglish
Pages (from-to)1458-1466
Number of pages9
JournalBulletin of the JSME
Volume19
Issue number138
Publication statusPublished - 1976 Dec
Externally publishedYes

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Transfer matrix method
Vibration analysis
Structural design
Natural frequencies
Geometry
Optimum design

ASJC Scopus subject areas

  • Engineering(all)

Cite this

OPTIMUM DESIGN OF STRUCTURES WITH REGARD TO THEIR VIBRATIONAL CHARACTERISTICS - 1. A GENERAL METHOD OF OPTIMUM DESIGN. / Yamakawa, Hiroshi; Okumura, Atsubumi.

In: Bulletin of the JSME, Vol. 19, No. 138, 12.1976, p. 1458-1466.

Research output: Contribution to journalArticle

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