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JDR Vol.4 No.3 pp. 220-228
(2009)
doi: 10.20965/jdr.2009.p0220

Paper:

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, 2009
Accepted:
June 22, 2009
Published:
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:
Katsunori Kaneda and Hirokazu Takahashi, “Seismic Roof Isolation over a Large Space – Kyoto Aquarena Roof Design –,” J. Disaster Res., Vol.4, No.3, pp. 220-228, 2009.
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Last updated on Mar. 01, 2021