抄録
In this paper, a strength calculation method of RC cantilever wall panels without boundary columns and axial reinforcements is proposed. Stress of horizontal reinforcements that becomes large on a diagonal line of the wall panels and is 0 at the both ends is considered in a truss mechanism of the calculation method. Axial forces, reverse bending moments and constraint forces due to vertical reinforcements is considered in an arch mechanism. Loading tests of two-story RC wall panels were conducted to investigate compatibility of the calculation method. As a result, the calculated values were in good agreement with the experiments.
