そで壁を内蔵する鉄筋コンクリート造架構の構造性能に関する研究

概要

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The aim of this paper is to estimate the structural performance (stiffness, capacity, failure modes and ductility) of the Reinforced Concrete (RC) frame with cast-in-place non-structural RC walls (sidewalls). This paper mainly describes the structural performance of the RC frame under the situation of which the column and the sidewall slide off vertically. A shear-loading test and a finite element analysis (2-D non-linear analysis) were conducted using one-story RC frame with non-structural walls (sidewalls). From the test and the analysis, the shear resistant mechanism of the RC frames was clarified. Further, the load-deformation relationship of the RC frame can be predicted by a evaluation method verified with the shear resistant mechanisms.
社団法人日本建築学会の論文
2004-02-28