Elucidation of the elastic-plastic behavior considering the stiffness eccentricity, eccentric strength of the wood structure

进行了四个单层木剪力墙和木框架箱形试件的振动台试验。从具有强度偏心的结构的弹塑性性能中，得到了如下认识：1）当与剪力墙和低强度框架一起使用时，如果框架具有足够高的强度，则结构具有较高的抗震性能; 2）当与具有高变形性能的剪力墙和框架一起使用时，如果框架具有一定的强度，则结构具有较高的抗震性能。结构具有较高的抗震性能。3）拟三维弹塑性分析可以很好地反映组合结构的弹塑性性能

Shaking table tests of one-story box-shaped specimens using wood shear wall and wood moment frame was carried out four times (specimens). From the elastic plastic behavior of the structures having strength eccentricity, the following knowledge was obtained1) When used with the shear walls and low strength frame, if there is sufficiently high strength to the frame, the structure has a high earthquake resistance2) when used with the shear walls and frames with high deformation performance, if there is a certain degree of strength to the frame, the structure has a high earthquake resistance3) Elastic-plastic behavior of the combined structure is traceable largely by the pseudo-three-dimensional analysis