EARTHQUAKE RESPONSE ANALYSIS FOR JAPANESE TRADITIONAL WOODEN BUILDINGS WITH MUD WALLS USING SEMI-RIGID FRAME MODEL
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.
Japanese traditional wooden buildings semi-rigid frame mud walls earthquake response analysis frame analysis
S. Matsumoto Y. Suzuki
Dept. of Social and Environmental Engineering, Hiroshima University, Japan Disaster Prevention Research Institute, Kyoto University, Japan
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）