Composite Beam Element for Nonlinear Seismic Analysis of Steel Frames
Publication: Journal of Structural Engineering
Volume 131, Issue 5
Abstract
This paper presents the development of a composite beam element intended to model the inelastic behavior of beams with composite slabs in steel moment frames under earthquake loading. The element can be considered as a one-component series hinge-type model. The capabilities and accuracy of the element are examined by a series of comparisons with experimental data on cyclically loaded subassemblages. The element is then used for an inelastic time-history analysis of a steel moment frame to illustrate the effects of modeling composite beam behavior on predictions of local and overall frame response.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 131 • Issue 5 • May 2005
Pages: 715 - 724
Copyright
© 2005 ASCE.
History
Received: Feb 11, 2003
Accepted: Oct 15, 2004
Published online: May 1, 2005
Published in print: May 2005
Notes
Note. Associate Editor: Sherif El-Tawil
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