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Seismic Roof Isolation over a Large Space - Kyoto Aquarena Roof Design -
Katsunori Kaneda* and Hirokazu Takahashi**
*Shibaura Institute of Technology, Structural Design Office Plus One Co., Ltd. Japan
**Structural Design Office Plus One Co., Ltd. Japan, Yoshino Bldg. 3F, 8-13 Yonbancho Chiyoda-ku, Tokyo 102-0081, Japan
Received:May 18, 2009Accepted:June 22, 2009Published:June 1, 2009
Keywords:seismic isolation of roof, pre-cast pre-stressed concrete, beam string structure
Abstract
The indoor swimming pool we designed spans a maximum of 57- meters and is supported by structure pre-cast pre-stressed concrete and has a beam string structure (BSS) roof. Base isolation combining laminated lubber and hysteretic dampers lies on the connection between the BSS support and a lower structure. Vibration response against seismic and thrust caused by thermal stress and snow load.
Cite this article as:K. Kaneda and H. Takahashi, “Seismic Roof Isolation over a Large Space - Kyoto Aquarena Roof Design -,” J. Disaster Res., Vol.4 No.3, pp. 220-228, 2009.Data files:
