The paper deals with experimental tests and non-linear finite element analysis of a beam-to-column bolted connection. Till present, the first three tests of the research program have been completed. The research program was concentrated on investigation of behaviour of bolted connection created by extended end-plate on the tension side only, by flush end-plate and header-plate connections. Test specimens consist of the full-scale models of the bolted connections. Finally, the classification of investigated connection according to Bjorhovde et al. was used.
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