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http://dx.doi.org/10.4334/JKCI.2014.26.3.255

Seismic Performance of T-Shaped PC Walls with Wet Cast Joint  

Lim, Woo-Young (Dept. of Architecture & Architectural Engineering, Seoul National University)
Hong, Sung-Gul (Dept. of Architecture & Architectural Engineering, Seoul National University)
Publication Information
Journal of the Korea Concrete Institute / v.26, no.3, 2014 , pp. 255-266 More about this Journal
Abstract
This paper investigates the seismic performance of T-shaped PC walls with a new vertical connections and wet cast joint. The load-displacement relationship, strength, ductility, failure mechanism, and deformation capacity of the T-shaped PC walls subjected to cyclic loading are verified. Test parameter is diagonal reinforcement of both flange and web wall panels to transfer shear strength. The longitudinal reinforcing steel bars placed edges of walls yield first and the ultimate deformation is terminated due to premature failure of connections. And diagonal reinforcements for shear transfer in walls are effective to restrain the wall crack. The strength and displacement obtained by the cross section analysis were very similar to the experimental data.
Keywords
seismic performance; T-shaped PC wall; C-type connections; wet cast joint; diagonal reinforcement;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
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