シングル配筋されたRC梁部材の構造性能評価に関する研究

概要

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The structure performance of RC members with one layer of shear reinforcement used by the RC foundations and the wall RC members is estimated on Allowable stress concept. Therefore, the modification performance is not taken into consideration by those valuation methods. In this paper, in order to clarify a problem when evaluating the structure performance of RC members with one layer of shear reinforcement, the flexural-and-shear experiment of the beam which used 180-degree hook and the steel unit with yielded shear strength for the shear reinforcement was conducted, and structure performance has been grasped. Moreover, the problem when applying the conventional valuation method was shown by comparing with the experimental result of RC beam component confined the shear reinforcement.
新潟工科大学の論文