Seismic design of traditional wooden five-storied pagoda
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Bibliografische Angaben
| Autor(en): |
Norikazu Ikema
Kimihiko Morita Masayasu Matsubara |
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| Medium: | Tagungsbeitrag | ||||
| Sprache(n): | Englisch | ||||
| Tagung: | 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008 | ||||
| Veröffentlicht in: | IABSE Congress Chicago 2008 | ||||
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| Seite(n): | 190-191 | ||||
| Anzahl der Seiten (im PDF): | 6 | ||||
| Jahr: | 2008 | ||||
| DOI: | 10.2749/222137908796292191 | ||||
| Abstrakt: |
There are many traditional wooden five-storied pagodas in Japan that have been built since 7 century (mainly from Nara era to Edo era). Horyuji Temple (Nara) pagoda is about 31.5m and the highest Kyo-o-gokokuji Temple (Kyoto) pagoda is about 54.8m. In spite of its slender shape (aspect ratio about from 5 to 7), no records show that they were completely destroyed by earthquake. They consist of one centre pillar, and the 16 columns and beams that are connected by Japanese traditional semi-rigid moment frame system callednuki. They resist against horizontal force bynuki, restoring force caused by rocking of wooden columns and wooden shear walls. New wooden five- storied pagoda by Japanese traditional construction method is designed by non-linear static and dynamic analyses estimating these resistant elements. |
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| Stichwörter: |
nichtlineare Analyse
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