偏心を有する木質面材耐力壁構造の柔・剛床耐力性能に関する解析的研究

概要

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In this paper, static loading test and three-dimension elasto-plastic analysis of the full scale test-piece of the 1 layer in case of the flexible horizontal diaphragm and case of the rigid horizontal diaphragm were carried out, and following results were obtained. The full scale test-piece in case of the rigid horizontal diaphragm retains strength after the maximam strength and the strength did not lower 80% even in the displacement of largest 700mm, story drif is 1/4 radian, of the displacement in which the control of the actuator was possible. Though there was some a position which it did not consider in the analytical model, it was possible to grasp stress of the flexible horizontal diaphragm model and the rigid horizontal diaphragm model by the analysis.
一般社団法人日本建築学会の論文
2003-03-20