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http://dx.doi.org/10.4334/JKCI.2010.22.1.103

Analysis of Reinforced Concrete Columns under Cyclic Loads Using a 2-Dimensional Lattice Model  

Kwon, Min-Ho (Dept. of Civil Eng., Engineering Research Institute, Gyeongsang Natl. University)
Ha, Gee-Joo (School of Architecture, Kyungil University)
Park, Tae-Gyu (Dept. of Civil Eng., Engineering Research Institute, Gyeongsang Natl. University)
Cho, Chang-Geun (School of Architecture, Chosun University)
Publication Information
Journal of the Korea Concrete Institute / v.22, no.1, 2010 , pp. 103-111 More about this Journal
Abstract
An efficient design concept for earthquake loads, which is called performance based design, has been standard design in USA, Europe and Japan since those countries experienced severe earthquake damage at end of 90's. For general design, struttie model well predicts the strength of the disturbed region, however, it does not provide ductility information at the failure. Therefore, simple tools which are able to predict both the strength and the ductility of RC structures are in demand. 2D lattice model is introduced in this study as an analysis tool for the RC structures subject to earthquake. Experimental correlation studies indicate the 2D lattice model quite well predict the strength as well as the ductility of RC structures.
Keywords
nonlinear lattice model; reinforced concrete column; cyclic loads; confining effect;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
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