Journal article
Behaviour of extended end-plate connections under cyclic loading
Abstract
The results of five tests on bolted end-plate beam-to-column connections are described. The specimens were subjected to cyclic loading simulating earthquake effects on a steel moment-resisting frame. The objective of the work is to determine the behaviour of this type of connection under cyclic loading well into the inelastic range and to ascertain the effect of design parameters such as end-plate thickness, column flange stiffener and bolt …
Authors
Ghobarah A; Osman A; Korol RM
Journal
Engineering Structures, Vol. 12, No. 1, pp. 15–27
Publisher
Elsevier
Publication Date
1 1990
DOI
10.1016/0141-0296(90)90034-p
ISSN
0141-0296