鉄筋コンクリート造連層偏在有開口耐震壁の静加力実験

概要

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The objectives of this study were to examine deformation capacities of cantilever shear walls with openings experimentally and to evaluate the design equation (truss-arch analogous model), which had been developed to estimate the shear strength of shear walls with openings, for the estimation of the deformation capacities of cantilever shear walls with openings. Six reinforced concrete cantilever shear wall specimens with openings, which were designed to fail in flexure, had been tested already under static reversal load. In this paper test results of another two wall specimens with eccentric door openings were reported. Variables were the level of axial load and the hoop reinforcement of first floor columns, which were called isolated column in this study.
一般社団法人日本建築学会の論文
2000-03-20