Shear Strength of Reinforced Concrete Shear Walls under Eccentric Tensile Axial Force

概要

論文の詳細を見る
Six reinforced concrete shear wall models were built and tested to investigate effects of cyclic lateral loading and an eccentric tensile axial force on their shear strength behavior. The following are confirmed from this test result. When the elongation at the bottom of the boundary column on the compression side for a lateral force is small, the shear strength of shear walls subjected to a tensile axial force at the boundary column can be evaluated by conventional shear strenght equations, regardless of cycilc lateral loading and the eccentric tensile axial force. However when this elongation of the boundary column increases, the test maximum value is much lower than the value calculated from conventional equations.
Japan Concrete Instituteの論文
2002-02-00