Seismic Roof Isolation over a Large Space – Kyoto Aquarena Roof Design –

Katsunori Kaneda; Hirokazu Takahashi

doi:10.20965/jdr.2009.p0220

single-dr.php

« previous

JDR Vol.4 No.3 pp. 220-228

(2009)

doi: 10.20965/jdr.2009.p0220

Paper:

Views over last 60 days: 233

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:

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:

This article is published under a Creative Commons Attribution-NoDerivatives 4.0 Internationa License.

Seismic Roof Isolation over a Large Space – Kyoto Aquarena Roof Design –

Katsunori Kaneda* and Hirokazu Takahashi**

Katsunori Kaneda^* and Hirokazu Takahashi^**