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We tested specimens to see behaviors of shear walls without column on compressive side, especially after flexural yielding. The most important parameter was the ratio of wall thickness to neutral axis depth. Flexural deformation capacity of shear wall was almost proportional to the ratio. Other important parameter was amount of tie bars in compressive area. They increased deformation capacity of shear wall. We proposed a simple equation to estimate deformation capacities of these walls.

FLEXURAL DEFORMATION CAPACITY OF RC SHEAR WALLS WITHOUT COLUMN ON COMPRESSIVE SIDE