Seismic Response of Low‐Rise Steel Frames
Publication: Journal of Structural Engineering
Volume 115, Issue 3
Abstract
The study is directed towards the development of a practical analytical method for obtaining moment‐rotation curves for a semirigid beam‐to‐column bolted connections. The results are used in the DRAIN‐2D computer program to predict the drift of low‐rise steel frames under seismic load. Comparison of the developed theoretical model results are made to existing experimental data.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 115 • Issue 3 • March 1989
Pages: 594 - 607
Copyright
Copyright © 1989 ASCE.
History
Published online: Mar 1, 1989
Published in print: Mar 1989
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