軸組木造長屋モデルの地震応答特性と直交壁効果に関する一考察 : 剛床と仮定した場合

概要

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This paper presents the fundamental earthquake response characteristics of 2D wooden-framed house, Nagaya, models with uni-axial eccentricity. Differences of earthquake responses between single and quadric Nagata models are shown. The effect of wall quantity variation of the orthogonal direction on the vibration control is examined. It is found from the analytical results that the displacement and the acceleration responses of the single model are larger than that of quadric one, therefore pulling down of Nagaya consisted of several houses leads to the bad amenity during earthquake. When the wall quantity of the models has one and half times as much as the other eccentric direction one, torsional vibration would be rarely caused.
社団法人日本建築学会の論文
2006-06-30