- 著者
-
花里 利一
荻原 幸夫
稲山 正弘
大倉 靖彦
三井所 清典
坂本 功
- 出版者
- 日本建築学会
- 雑誌
- 日本建築学会技術報告集 (ISSN:13419463)
- 巻号頁・発行日
- vol.5, no.7, pp.33-38, 1999
- 被引用文献数
-
2
2
9
A traditional wooden five-storied pagoda was structurally designed on the basis of the performance design concept against wind, earthquake and snow loads. The present paper describes the design loads evaluation, the non-linear structural analyses, and the strengthening techniques. The static wind and the earthquake response analyses were successfully performed in consideration of the key mechanisms such as the semi-rigidity at the column-beam joints. The calculated story drifts showed that the strengthened structure would be safe against the design loads for the return period of 200 years.