Study on seismic response prediction for seismic isolated structure consisting of elasto-plastic element and sliding element based on energy balance
Author:
Affiliation:
1. Tokyo Denki University
Publisher
Japan Society of Mechanical Engineers
Link
https://www.jstage.jst.go.jp/article/transjsme/85/876/85_19-00077/_pdf
Reference11 articles.
1. Akiyama, H., Prediction for seismic responses of flexible-stiff mixed structures with energy concentration in the first story, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.400 (1989), pp. 77-84 (in Japanese).
2. Akiyama, H., Earthquake resistant design method for buildings based on energy balance, gihodo-shuppan (1999) (in Japanese).
3. Fukasawa, T., Fujita, S. and Kurabayashi, H., Research and development of earthquake isolation system using vertically utilized coiled spring for light-weight-houses: study on performance of isolation system using scale model, Transactions of the Japan Society of Mechanical Engineers, Series C, Vol. 73, No.727 (2007), pp. 756-763 (in Japanese).
4. Fukasawa, T., Fujita, S., Kurabayashi, H. and Kinoshita, A., Study of earthquake isolation system using vertically utilized coiled springs, 1st report, static tests for elastic coiled spring , Transactions of the Japan Society of Mechanical Engineers, Series C, Vol. 74, No.739 (2008a), pp. 506-512 (in Japanese).
5. Fukasawa, T., Fujita, S., Kurabayashi, H. and Kinoshita, A., Study of earthquake isolation system using vertically utilized coiled springs, 2nd report, quasi-static tests for elasto-plastic coiled springs, Transactions of the Japan Society of Mechanical Engineers, Series C, Vol. 74, No.739 (2008b), pp. 513-520 (in Japanese).
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