Mohammad Ali pourakbar
Department of Civil Engineering, Faculty of Engineering, Urmia University, Urmia, Iran
[ 1 ] - Effect of Deformed and Plain Rebars on the Behavior of Lightly Reinforced Boundary Elements
Failure modes in recent earthquakes on lightly reinforced shear walls includes rebar fracture and out of plane buckling of its boundary elements. In latest edition of ACI 318 and also latest amendment of NZS 3101-2006 to avoid rebar fracture in boundary elements, the minimum reinforcement ratio for shear walls is increased. This experimental study investigates that rather than increasing reinfo...
نویسندگان همکار