Equilibrium based evaluation of stress distribution under steel column base plates. I: Governing Equations

The present paper, being the first part of two relevant studies, deals with the evaluation of the stress distribution under steel base-plate connections, acted upon statically by axial forces and bending moments. The whole approach is formulated on the basis of the proper equilibrium equations that...

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Bibliographic Details
Main Authors: D. S. Sophianopoulos, P. G. Asteris, G. T. Michaltsos
Format: Article
Language:English
Published: Electronic Journals for Science and Engineering - International 2005-01-01
Series:Electronic Journal of Structural Engineering
Subjects:
Online Access:http://10.0.0.97/EJSE/article/view/49