Evaluation of Seismic Properties of Traditional Timber Structures Based on the Experimental Results of the Hysteretic Characteristics of Bracket Complex

静态和动态加载试验进行了基本类型的托架复合物，kumimono在日本。确定了基本振动特性。荷载位移关系表明，支架可以采用双线性模型进行建模。观察到的主要水平位移是单元的旋转和单元之间的滑动。

Static and dynamic loading tests were operated on fundamental types of bracket complexes, kumimono in Japanese. The fundamental vibration characteristics were determined. The load displacement relationship showed that the brackets can be modeled as a bilinear model. The rotation of the elements and slipping between the elements were the observed dominant horizontal displacement.