Fundamental Study on Sliding Shear Failure of Reinforced Concrete Bearing Walls

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Two specimens whose experimental parameter is detail of boundary columns were tested to obtain fundamental test data about sliding shear behavior at wall base and confirm the accuracy of evaluation methods proposed in the past. The accuracy of the equations for sliding shear capacity was also discussed by using experimental database constructed by authors in the past. The calculated results by the past evaluation methods showed relatively large variation, however they could predict the trend of failure mode observed in the experiment roughly.