<title language="eng">An stiffness coefficients proposal for thin walled open beams

<abstract language="eng">According to the conventional formulation it is considered that the warping of a beam under torsion is free and constant among a section and the other. This consideration is unacceptable for thin walled open elements since has been shown that in these the war...

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Bibliographic Details
Main Authors: Alejandro Ruiz Sibaja, Oscar Bonilla Manterola
Format: Article
Language:English
Published: Universidad del Zulia 2006-12-01
Series:Revista Técnica de la Facultad de Ingeniería
Subjects:
Online Access:http://wwww.scielo.org.ve/scielo.php?script=sci_arttext&pid=S0254-07702006000300005