変形拡大機構付加型粘弾性ダンパーを用いた木質制震耐力壁に関する研究 : 木質構造建物における制振構造に関する研究(第1報)

概要

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The report describes about a wooden shear wall with viscoelastic damper that adds displacement magnification mechanism. The displacement magnification mechanism applies the principle of leverage. This mechanism makes possible a large displacement of the viscoelastic damper by the shearing displacement of the shear wall. We carried out the dynamic-loading test and the static-loading test on ten kinds of the full scale shear wall with viscoelastic damper. We achieved the high rigidity and the high attenuation damping wall compared with the wooden panel shear wall. The displacement mode equation was clarified of the displacement mode.We find the beginning of the best design. Moreover, we find the possibility to control the hysteresi characteristics of the wooden shear wall with viscoelastic damper that adds displacement magnification mechanism.
一般社団法人日本建築学会の論文
2006-03-20