Free Vibration Analysis of a Multiple Layered Structure by the Transfer Influence Coefficient Method (1st Report, Formulation for the Discrete System)

Atsuo Sueoka, Takahiro Kondou, Deok Hong Moon, Katsuya Yamashita, Hideyuki Tamura

Research output: Contribution to journalArticle

Abstract

This paper describes a general formulation for the in-plane flexural free vibration analysis of a multiple layered structure by the transfer influence coefficient method. The structure is modeled as a discrete system with lumped mass, lumped inertia moment, and massless linear and rotational springs. The present method does not require changing the fundamental algorithm, but necessitates only substituting appropriately large values into the corresponding spring constants when intermediate elastic supports are many and very stiff. Boundary conditions are also controlled by the spring constants. Amounts of arithmetic calculation are compared between the transfer influence coefficient method and the transfer matrix method. The occurrence mechanism and the simplified solution of false roots involved in the frequency equation are discussed in regard to the use of the bisection method.

Original languageEnglish
Pages (from-to)1724-1731
Number of pages8
Journaltransactions of the japan society of mechanical engineers series c
Volume54
Issue number504
DOIs
Publication statusPublished - Jan 1 1988

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Transfer matrix method
Vibration analysis
Boundary conditions

All Science Journal Classification (ASJC) codes

  • Mechanics of Materials
  • Mechanical Engineering
  • Industrial and Manufacturing Engineering

Cite this

Free Vibration Analysis of a Multiple Layered Structure by the Transfer Influence Coefficient Method (1st Report, Formulation for the Discrete System). / Sueoka, Atsuo; Kondou, Takahiro; Moon, Deok Hong; Yamashita, Katsuya; Tamura, Hideyuki.

In: transactions of the japan society of mechanical engineers series c, Vol. 54, No. 504, 01.01.1988, p. 1724-1731.

Research output: Contribution to journalArticle

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