Closed Form Trigonometric Solution of Inhomogeneous Beam-Columns View Full Text


Ontology type: schema:Chapter     


Chapter Info

DATE

2007

AUTHORS

Isaac Elishakoff , Ivo Caliò

ABSTRACT

In the previous work buckling modes has been postulated and semi-inverse problems has been solved that result in the distributions of the flexural rigidity compatible to the pre-selected modes and to specified axial load distributions. In this part II the semi-inverse problem is widen to the dynamic context and it is demonstrated that a harmonic function can serve both as the vibration and the buckling mode of an axially graded beam-column. More... »

PAGES

475-488

Book

TITLE

Mechanical Vibration: Where do we Stand?

ISBN

978-3-211-68586-0
978-3-211-70963-4

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/978-3-211-70963-4_17

DOI

http://dx.doi.org/10.1007/978-3-211-70963-4_17

DIMENSIONS

https://app.dimensions.ai/details/publication/pub.1012266204


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