EARTHQUAKE RESPONSE ANALYSIS FOR JAPANESE TRADITIONAL WOODEN BUILDINGS WITH MUD WALLS USING SEMI-RIGID FRAME MODEL

摘要

It is carried out the vibration test for full scale building by large three-dimensional shaking table in recent years. In this paper, we compare the present earthquake response analysis with full-scale vibration test for Japanese traditional wooden building on Hyogo Earthquake Engineering Research resisting element. Then, we illustrate the modeling for mud walls and the beam-column joints using on the semi-rigid frame analysis. And, we investigate the validity of this modeling and characteristics of the solution on earthquake response for Japanese traditional wooden buildings.