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...
Main Authors: | Kęstutis Urbonas, Alfonsas Daniūnas |
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Format: | Article |
Language: | English |
Published: |
Vilnius Gediminas Technical University
2003-12-01
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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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