Development and Realization of Base Isolation System for High-Rise Buildings
Author:
Affiliation:
1. Structural Engineering Group, Design Division, Taisei Corporation, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/3/2/3_2_233/_pdf
Reference5 articles.
1. Kawabata, I., Takayama, M., Nishikawa, Y., Kimura, Y.,Yamazaki, E. and Isshiki, Y. (2001). “Structural Design of High-rise Building with Base Isolation System Using Elastic Sliding Bearings and Rubber Bearings.” AIJ Journal of Technology and Design, (12), 99-104.
2. Muramatsu, Y., Nishikawa, I., Kawabata, I., Takayama, M. and Kimura, Y. (2001). “Tensile Property of Large-sized Natural Rubber Bearing.” AIJ Journal of Technology and Design, (12), 53-56.
3. Ogura, K., Kawabata, I., Hara, T., Komuro, T., Hara, K. and Terashima, T. (1997a). “Sendai MT Building.” Building Letter, 1-8.
4. Ogura, K. Kawabata, I., Komuro, T., Soya, K. and Terashima, T. (1997b). “Seismic Response Characteristics of High-rise Buildings with Base Isolation System.” AIJ Journal of Technology and Design, (5), 47-51.
5. Takayama, M. (1995). “Ultimate Capacity of Natural Rubber Bearings Used in Seismic Isolation System.” AIJ Journal of Technology and Design, (1), 160-165.
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