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 1 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.

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