Journal article
Implications of design philosophies for seismic response of steel moment frames
Abstract
Abstract During a severe earthquake, steel moment resisting frames are expected to experience significant inelastic deformation in their members and joints. This behaviour is dependent upon several design parameters such as member sizes, frame's overstrength, member deformation capacities and the detailing of components. In this study, the influence of such aspects on the inelastic response of frames is investigated. Inelastic static and …
Authors
Osman A; Ghobarah A; Korol RM
Journal
Earthquake Engineering & Structural Dynamics, Vol. 24, No. 1, pp. 127–143
Publisher
Wiley
Publication Date
1 1995
DOI
10.1002/eqe.4290240110
ISSN
0098-8847