抄録
This paper presents the shaking table tests performed on scaled structures of end-core type, coupled-wall type, and pierced wall type, following the tests on center-core type structures presented in Part 1. The aim of this study is to obtain fundamental information on the dynamic behaviour of structures with the periods different from center-core type frames due to the wall arrangement in 3 bays frame structures. The relations among the arrangements of walls, fundamental periods, shear force-displacement hysteretic loops, and both the lateral load and displacement distribution shapes are discussed.
