DYNAMIC PROPERTIERS OF RUBBER-TYPE SHOCK ABSORBERS SUBJECTED TO POUNDING FORCE
Author:
Affiliation:
1. JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/2001/675/2001_675_219/_pdf
Reference11 articles.
1. 1) Kawashima, K. and Penzien, J.: Theoretical and Experimental Dynamic Behavior of A Curved Model Bridge Structure, Earthquake Engineering and Structural Dynamics, Vol. 7, 129-145, 1979.
2. 2) Saiidi, M. S., Maragakis, E. and Feng, S.: Parameters in bridge restrainer design for seismic retrofit, Journal of Structural Engineering, ASCE, Vol. 122, No. 1, pp. 55-61, 1996.
3. 3) Abdel-Ghaffar, S. M., Maragakis, E. and Saiidi, M.: Effects of the hinge restrainers on the response of the aptos creek bridge during the 1989 Loma Prieta Earthquake, Earthquake Spectra, Vol. 13, No. 2, pp. 167-189, 1997.
4. 4) Desroches, R. and Fenves, G. L.: Evaluation of recorded earthquake response of a curved highway bridge, Earthquake Spectra, Vol. 13, No. 3, pp. 363-386, 1997.
5. 5) 中島章典, 庄司泰啓, 安波博道: 隣接桁の影響を考慮した高架橋システムの大地震時応答性状について, 第1回地震時保有耐力法に基づく橋梁の耐震設計に関するシンポジウム講演論文集, pp. 207-210, 1998.
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