Numerical tests of steel beam-to-column semi-rigid connections

This paper presents an analysis of semi-rigid beam-to-column connections in which the beam is connected to column not at 90 degrees angle. Beam-to-column bolted end-plate connections that are subjected to pure bending were modelled by three-dimensional finite elements. Numerical modelling of connec...

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Bibliographic Details
Main Authors: Kęstutis Urbonas, Alfonsas Daniūnas
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2003-12-01
Series:Journal of Civil Engineering and Management
Subjects:
Online Access:http://localhost/journals.vgtu.lt/index.php/JCEM/article/view/9066

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