J. Canet, B. Suarez, E. Oñate
In this paper a finite strip formulation based on Reissner-Mindlin plate theory for dynamic analysis of prismatic shell type structure is presented. Detailed expressions of the relevant strip matrices for a variety of structures using the simple two node linear strip element are given. Examples of the good performance of the linear strip element for free and forced vibration analysis of plates, bridges and axisymmetric shells are presented.
Diff selection: Mark the radio boxes of the revisions to compare and hit enter or the button at the bottom.
Legend: (cur) = difference with latest revision, (prev) = difference with preceding revision, m = minor edit.
Published on 01/01/1989
DOI: 10.1016/0045-7949(89)90281-2Licence: CC BY-NC-SA license
Web of Science Core Collection® Times cited: 2Crossref Cited-by Times cited: 3OpenCitations.net Times cited: 1
Times cited: 2Views 10Recommendations 0
Are you one of the authors of this document?