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http://dx.doi.org/10.7781/kjoss.2013.25.6.623

An Experimental Study on Shear Friction Behavior of RC Slab and SC(Steel Plate Concrete) Wall Structure with Connection Joint  

Lee, Kyung Jin (KEPCO RESEARCH INSTITUTE)
Hwang, Kyeong Min (KEPCO RESEARCH INSTITUTE)
Kim, Woo Bum (Architectural Engineering, Kongju University)
Publication Information
Journal of Korean Society of Steel Construction / v.25, no.6, 2013 , pp. 623-634 More about this Journal
Abstract
In this study, the structure behavior of RC slab and SC shear wall connection was investigated. Also experimental study was performed to evaluate the factor of safety of demand shear connection strength in KEPIC SNG Standard. As a result, shear friction strength of connection was known about 300kN and shear strength of rebar increased according to the displacement increase. With the installment of the lower rebars, 40% shear strength increased compared to the non-rebar specimen.
Keywords
SC; steel plate concrete; shear wall; connection joint; shear friction strength; shear failure;
Citations & Related Records
Times Cited By KSCI : 5  (Citation Analysis)
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