粘弾性体の変形と鋼板の弾性座屈変形を利用した複合鋼板耐震壁に関する実験的研究 : その2 複合鋼板耐震壁の木質構造への利用

概要

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In the previous report, we proposed composite bearing-wall of three layars consisting of two steel plates and viscoelastic material. This composite wall retains resistance force and energy absorption. This paper is the report on the composite wall of five layars and the utilization of it to the wooden structure. The composite wall was fixed to the wooden frame, and shearing test and shaking table test were carried out. The wall was compared with the plywood wall. The composite wall showed the 1.5 〜 2.0 times the value of shearing forces of the plywood wall and the value of energy absorption capacity is 1.5 〜 2.5 times. It became clear that the composite wall has excellent performance of vibration control.
社団法人日本建築学会の論文
2002-06-30