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

对基本类型的托槽复合体进行了静载和动载试验。确定了其基本振动特性。荷载-位移关系表明，托架可用双线性模型建模。单元的旋转和单元间的滑动是观测到的主要水平位移。

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.