Hysteresis Model of Thin Infill Plate for Cyclic Nonlinear Analysis of Steel Plate Shear Walls
Publication: Journal of Structural Engineering
Volume 136, Issue 11
Abstract
A hysteresis model for thin infill steel plates was developed to evaluate the nonlinear cyclic behavior of steel plate shear walls. Nonlinear finite-element analysis was performed for thin steel plates with a rigid boundary frame. Based on the analysis results, the hysteretic behavior of the infill steel plate was simplified as an equivalent uniaxial stress-strain relationship in the direction of tension-field action. The proposed hysteresis model was implemented in macroscopic analysis models for infill steel plates, i.e., the tension strip model and equivalent tension brace model. The proposed method was applied to existing test specimens with various design parameters and loading conditions. The prediction results were compared with the test results.
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Acknowledgments
This paper was financially supported by the Korean Ministry of Land, Transportation and Maritime Affairs (MLTM) through the High-tech Urban Development Program (HUDP) of the Korea Institute of Construction and Transportation Technology Evaluation and Planning (KICTEP); the writers are grateful to the authorities for their support.UNSPECIFIED
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Information
Published In
Journal of Structural Engineering
Volume 136 • Issue 11 • November 2010
Pages: 1423 - 1434
Copyright
© 2010 ASCE.
History
Received: Dec 1, 2009
Accepted: May 22, 2010
Published online: May 29, 2010
Published in print: Nov 2010
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