Inelastic Torsional Response of a Single‐Story Framed Structure
Publication: Journal of Engineering Mechanics
Volume 115, Issue 8
Abstract
In this paper, a single‐story, bilinear‐hysteretic structure, square in plan and supported on four columns, subjected to two horizontal ground motions is studied. The model is assumed to possess three degrees of freedom, viz., translational displacements along the two horizontal orthogonal directions and a rotation about the vertical axis. Interaction of the bending moments in the two perpendicular directions has been considered.
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Information & Authors
Information
Published In
Journal of Engineering Mechanics
Volume 115 • Issue 8 • August 1989
Pages: 1782 - 1797
Copyright
Copyright © 1989 ASCE.
History
Published online: Aug 1, 1989
Published in print: Aug 1989
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