Journal article
Dynamic response of hollow section frames with bolted moment connections
Abstract
The behaviour of moment-resisting steel frames under various types of loads is dependent on the type of beam-to-column connections and their flexibilities. The extended end-plate connection is a practical field bolted moment connection that can be adopted in moment-resisting steel frames with hollow structural steel (HSS) columns, by using high strength blind bolts. The objective of this work was to study the behaviour of blind bolted extended …
Authors
Mourad S; Ghobarah A; Korol RM
Journal
Engineering Structures, Vol. 17, No. 10, pp. 737–748
Publisher
Elsevier
Publication Date
December 1995
DOI
10.1016/0141-0296(95)00002-o
ISSN
0141-0296