抄録
In this study, a static shear loading test of the real-size wall model and full-scale model was operated. In addition, pushover analysis using the joint model consisted of the spring elements based on simple test results was carried out, and test results were compared to numerical results. Major findings obtained from the tests and analysis are as follows; 1) According to the evaluation method of shear walls, a first floor pillar has performance of about 35kN/m, 2) The energy absorption performance of the first floor pillar depends on the transformation performance of a washer and an anchor bolt, 3) It is necessary to consider the placement of pillars to evaluate structural performance, 4) The perpendicular wall effect is not so clear, 5) By the joint model consisted of the spring elements, the elasto-plastic behavior of the frame is predictable, 6) The behavior of a real building is predictable by the elasto-plastiac analysis of a plane frame model.
