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STUDY ON EARTHQUAKE RESPONSE CHARACTERISTICS AND EFFECTS OF ORTHOGONAL WALLS OF JAPANESE TRADITIONAL WOODEN APARTTMENT CALLED NAGAYA

机译:日本传统木公寓名古屋地震响应特征及正交墙效应研究

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This paper presents the fundamental earthquake response characteristics of two-dimensional wooden-framed house models, Nagaya, with the uni-axial eccentricity. Differences of earthquake responses between the oneand four-unit Nagaya 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 responses of the one-unit model are larger than those of the four-unit one; therefore scrapping Nagaya consisted of several houses leads to the bad amenity during earthquake. When setting the orthogonal wall quantity of the models to one and half times as much as eccentric directional wall quantity, torsional vibration would be rarely caused.
机译:本文介绍了带有长轴偏心的二维木结构房屋模型Nagaya的基本地震响应特征。显示了一单元模型和四单元Nagaya模型之间的地震反应差异。研究了正交方向的壁量变化对振动控制的影响。从分析结果可以看出,一单元模型的位移响应大于四单元模型的位移响应。因此,报废长屋由几所房屋组成的房屋,会导致地震期间的舒适性下降。将模型的正交壁量设置为偏心定向壁量的一半和一半时,几乎不会产生扭转振动。

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