Five storied pagoda is built of wood and is known as a high earthquake proof structure. The pagoda is composed of the frame and the center column. The center column is structurally independent of the frame structure. Many researchers have mainly been interested in its dynamic characteristics under the earthquake. They have focused on the acceleration response of the pagoda. This time, we observed not only its dynamic characteristics under seismic load but also under strong wind load. We focused on the displacement response of the pagoda. By integrating the acceleration data twice, the displacement of the structure was obtained. Under low level earthquake, the pagoda swayed about the central axis of the structure. On the other hand, the pagoda was statically deformed by the wind pressure and swayed in the deformed central axis of the structure. The dynamic behavior of the pagoda in the wind is distinctly different from that of the earthquake.
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ASME 2009 Pressure Vessels and Piping Conference
July 26–30, 2009
Prague, Czech Republic
Conference Sponsors:
- Pressure Vessels and Piping
ISBN:
978-0-7918-4371-0
PROCEEDINGS PAPER
Dynamic Behavior of the Five Storied Pagoda Under the Earthquake and the Wind
Tadashi Mikoshiba,
Tadashi Mikoshiba
NIED, Tsukuba, Ibaraki, Japan
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Chikahiro Minowa,
Chikahiro Minowa
NIED, Tsukuba, Ibaraki, Japan
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Toshio Chiba
Toshio Chiba
Yokohama, Kanagawa, Japan
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Tadashi Mikoshiba
NIED, Tsukuba, Ibaraki, Japan
Chikahiro Minowa
NIED, Tsukuba, Ibaraki, Japan
Toshio Chiba
Yokohama, Kanagawa, Japan
Paper No:
PVP2009-77022, pp. 3-10; 8 pages
Published Online:
July 9, 2010
Citation
Mikoshiba, T, Minowa, C, & Chiba, T. "Dynamic Behavior of the Five Storied Pagoda Under the Earthquake and the Wind." Proceedings of the ASME 2009 Pressure Vessels and Piping Conference. Volume 8: Seismic Engineering. Prague, Czech Republic. July 26–30, 2009. pp. 3-10. ASME. https://doi.org/10.1115/PVP2009-77022
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