Research Article
Feb 1976
Analysis of RC Shear Panels under Cyclic Loading
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 102, Issue 2
Abstract
A nonlinear constitutive model for plain concrete subjected to cyclic biaxial stresses is described in brief. The model takes account of the compressive softening of concrete prior to reaching maximum compressive stress. Two reinforced concrete shear wall structures, one loaded monotonically and the second subjected to large cyclic load reversals are analyzed and compared with test data. Simulation of cyclic loading response is greatly improved compared to previous elastoplastic models. In addition to the improved material characterization in compression, the treatment of tensile cracking is felt to be a significant factor in the good match obtained with experimental data.
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Published In
Journal of the Structural Division
Volume 102 • Issue 2 • February 1976
Pages: 355 - 369
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Feb 1976
Published online: Feb 1, 2021
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David Darwin, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Kansas, Lawrence, Kans
David A. Pecknold, AM.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.