Accelerated convergence of dynamic flexibility in series form

Research output: Journal Publications and Reviews (RGC: 21, 22, 62)21_Publication in refereed journalNot applicablepeer-review

20 Scopus Citations
View graph of relations

Author(s)

  • Y. T. Leung

Detail(s)

Original languageEnglish
Pages (from-to)203-206
Journal / PublicationEngineering Structures
Volume1
Issue number4
Publication statusPublished - Jul 1979
Externally publishedYes

Abstract

In a natural vibration analysis of a structural system, the conventional dynamic flexibility (receptance) matrix in series forms is re-examined. The convergence may be accelerated to a large extent by using the condensed stiffness and mass matrices of the system. Examples involving beams and plates are given. Because only physical coordinates are involved and the size of the system matrices are independent of the number of normal modes taken, the method is suitable for dynamic substructure analysis. © 1979.

Citation Format(s)

Accelerated convergence of dynamic flexibility in series form. / Leung, Y. T.

In: Engineering Structures, Vol. 1, No. 4, 07.1979, p. 203-206.

Research output: Journal Publications and Reviews (RGC: 21, 22, 62)21_Publication in refereed journalNot applicablepeer-review