The development of a structural design method in the pile-head seismic isolation approach based on static horizontal load tests
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Détails bibliographiques
| Auteur(s): |
Ryuichi Terada
Takashi Fukushima Yuji Yamano Masayuki Yanagi Miyuki Kaihotsu Satoshi Maeno |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012 | ||||
| Publié dans: | IABSE Congress Seoul 2012 | ||||
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| Page(s): | 1267-1282 | ||||
| Nombre total de pages (du PDF): | 16 | ||||
| DOI: | 10.2749/222137912805111762 | ||||
| Abstrait: |
The pile-head seismic isolation approach, which installs seismic-isolation apparatus directly on pile heads to omit grade beams in the foundation, is an economical option but has an issue of pile heads rotating during earthquakes, causing the upper and lower flanges to lose parallel alignment. This study conducted life-size static horizontal load tests to clarify the correlation between the flanges’ relative rotation angles and performance, and reflected them in the structural designs for large-scale logistics buildings. |
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