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The shearing performance of the walls is discussed in relation to the cyclic deformation value and to the number of cycles. The cyclic loading fatigue tests showed that maximum values for the shearing force decreased logarithmically with increases in the number of cycles and that the decreasing ratios were larger for \u00b1 1/120 rad cyclic deformation. The residual deformation increased untill about the 50th cycle, regardless of the cyclic deformation value, and then decreased with increases in the number of cycles. The absorbed energy, which were calculated from the shearing force-deformation curves obtained from the fatigue tests, decreased as the number of cycles increased, the decrease being especially sharp untill about the 3rd cycle. The monotonous increase loading tests after the fatigue tests showed that the shearing performance of the walls decreased with increases in the cyclic deformation value. 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