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In order to investigate the effect of loading rate on the hysteresis response of R/C framed shearwalls (hereafter referred to as Shearwall), we conducted the lateral loading tests on the 1/4 scale model shearwalls. The specimens were subjected to the reversed cyclic lateral load under a constant axial load. The experimental variables included in the test series were loading rates, failure modes and loading path. The flexural yielding failure mode and the shear failure mode were planned. The increase rate of lateral load carrying capacity due to the increase of the loading rate was larger in shear failure mode than in flexural yielding mode.

EFFECT OF LOADING RATE ON HYSTERESIS RESPONSE OF R/C FRAMED SHEARWALLS