TWO SIMPLIFIED MODELS OF COLUMN WEB PANEL IN SHEAR
Numerous studies were executed in last 20 years to analyse the bending resistance of beam-to-column joints. The component method described in EN1993-1-8:2005 [1] was developed for the beam-to-column steel joints between H and I-profiles and loaded in bending and shear. The resistances are determin...
| Main Authors: | , , |
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| Format: | Article |
| Language: | ces |
| Published: |
Czech Technical University, Prague
2018-07-01
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| Series: | Civil Engineering Journal |
| Subjects: | |
| Online Access: | http://civilengineeringjournal.cz/archive/issues/2018/2018_2/2-2018-0018-(227-236).pdf |