Hysteretic Model for Shear-Critical Reinforced Concrete Columns
Publication: Journal of Structural Engineering
Volume 142, Issue 9
Abstract
A continuous and smooth hysteretic model for shear-critical reinforced concrete (RC) columns was identified and calibrated based on an efficient stochastic search technique and an experimental database consisting of 30 shear-critical RC columns. The inelastic restoring force of shear-critical columns was described by the Bouc-Wen-Baber-Noori (BWBN) model to produce the requisite strength and stiffness degradation as well as pinching effect. Meanwhile, the backward Euler and Newton-Raphson schemes were adopted to determine the inelastic restoring force by solving the ordinary differential equations. Then a differential evolution (DE) algorithm was utilized to identify the control parameters of the BWBN hysteretic model based on an experimental database consisting of 30 shear-critical rectangular columns under cyclic loading. Finally, prediction equations for the BWBN model parameters were developed in terms of four structural physical parameters. The capability and accuracy of the calibrated hysteretic model were demonstrated by comparison with the available experimental data.
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Acknowledgments
The financial support received from the National Natural Science Foundation of China (51368006), the Major Project of Guangxi Natural Science Foundation (2012GXNSFEA053002), the Guangxi Natural Science Foundation (2013GXNSFBA019237), and the Research Program of Science and Technology of Guangxi Higher Education (2013YB009) is gratefully acknowledged.
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Published In
Journal of Structural Engineering
Volume 142 • Issue 9 • September 2016
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Jan 31, 2015
Accepted: Jan 24, 2016
Published online: Apr 6, 2016
Published in print: Sep 1, 2016
Discussion open until: Sep 6, 2016
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