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of the beam, though their ultimate strength increased with the end
DOI link for of the beam, though their ultimate strength increased with the end
of the beam, though their ultimate strength increased with the end
tests. A comparison between the curves related to the corresponding of the two series shows that the presence of the extension of plate on the compression side has a limited influence on the significant strains in the beam stub, within the hardening range, the inelastic buckling of the compressive flange (and of the of the web for the specimens with thicker end plate) before of the connection was achieved. rotation capacity 'u,cnis at the contrary adversely affected by the principally is affected by plate relatively thin, the connection rotation in the nonlinear range is to the elastic-
Edition 1st Edition
First Published 1988
Imprint CRC Press
Pages 1
eBook ISBN 9780429180651
ABSTRACT
Fig. 6
Fig. 7