抄録
This paper reports the results of full-scale structural experiments to clarify the seismic performance of a skeleton-infill type house constructed by semi rigid joint frames using Akita-sugi. Both of static loading and vibration tests were performed for the case of four building stages such as 1) bare skeleton, 2) skeleton with roof and floors, 3) after inserting bearing walls, and 4) after finishing all construction. The results show that although the bare skeleton was slightly insufficient to satisfy the required seismic performance, it was successfully satisfied through the introduction of a few bearing walls. It is also shown that the building rigidity increased greatly after the perfect construction of outer and inner walls.
