Title: Energy-Based Hysteresis Model for Flexural Response of Reinforced Concrete Columns
Authors: SUCUOGLU HalukACUN Bora
Citation: ACI STRUCTURAL JOURNAL vol. 109 no. 4 p. 541-550
Publisher: AMER CONCRETE INST
Publication Year: 2012
JRC N°: JRC61482
ISSN: 0889-3241
URI: http://www.concrete.org/PUBS/JOURNALS/OLJDetails.asp?Home=SJ&ID=51683873
http://publications.jrc.ec.europa.eu/repository/handle/JRC61482
Type: Articles in periodicals and books
Abstract: An energy-based hysteresis model is developed for the moment-rotation (curvature) response of columns with flexural response. The model accounts for deterioration in cyclic energy dissipation capacity as well as strength and stiffness, including pinching. Energy dissipation is utilized as a memory agent in determining the load-path dependency of hysteresis cycles. Cyclic energy dissipation capacity constrains the constructed hysteresis cycles. This capacity is determined from an analytical energy dissipation model calibrated with experimental measurements. Experimental data obtained from eleven column specimens responding in pure flexure under constant and variable amplitude displacement cycles are employed. The proposed hysteresis model is verified with experimental observations.
JRC Directorate:Space, Security and Migration

Files in This Item:
There are no files associated with this item.


Items in repository are protected by copyright, with all rights reserved, unless otherwise indicated.