Development of the core-suspended isolation system

被引:26
作者
Nakamura, Yutaka [1 ]
Saruta, Masaaki [1 ]
Wada, Akira [2 ]
Takeuchi, Toru [2 ]
Hikone, Shigeru [3 ]
Takahashi, Teiichi [4 ]
机构
[1] Shimizu Corp, Inst Technol, Koto Ku, Tokyo 1358530, Japan
[2] Tokyo Inst Technol, Tokyo 152, Japan
[3] Ove Arup & Partners, Tokyo, Japan
[4] Daiichi Kobo Associates, Tokyo, Japan
关键词
core-suspended isolation; core-shaft; double layer; inclined rubber bearings; pendulum shaking table test;
D O I
10.1002/eqe.1036
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new type of seismic isolation system-called the core-suspended isolation (CSI) system-has been developed and first building application recently completed. The CSI system consists of a reinforced concrete core on top of which a seismic isolation mechanism composed of a double layer of inclined rubber bearings is installed to create a pendulum isolation mechanism. A multi-level structure is then suspended from a hat-truss or an umbrella girder constructed on the seismic isolation mechanism. In this paper, the mechanics of the CSI system are described, followed by a discussion of results of shaking table tests and quasi-static loading tests of rubber bearings with rotated flanges, and a description of the first building constructed utilizing the CSI system, located in Tokyo, Japan. Copyright (C) 2010 John Wiley & Sons, Ltd.
引用
收藏
页码:429 / 447
页数:19
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