EFFECTIVENESS OF RUBBER TYPE RESTRAINER TO MITIGATE POUNDING EFFECT BETWEEN ADJACENT DECKS DURING AN STRONG EARTHQUAKE

Author:

KAWASHIMA Kazuhiko,SHOJI Gaku1

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference17 articles.

1. 1) 矢部正明, 武村浩志, 川島一彦: 直橋および斜橋の桁間衝突とその影響, 構造工学論文集, 土木学会, Vol. 43A, pp. 781-791, 1997.

2. 2) Tseng, W. S. and Penzien, J.: Analytical investigations of the seismic response of long multiple-span highway bridges, Report No. EERC 73-12, Earthquake Engineering Research Center, University of California, Berkeley, 1973.

3. 3) Kawashima, K. and Penzien, J.: Correlative investigation on theoretical and experimental dynamic behavior of a model bridge structure, Report No. EERC 76-26, Earthquake Engineering Research Center, University of California, Berkeley, 1976.

4. 4) 川島一彦: 動的解析における衝突のモデル化に関する一考察, 土木学会論文報告集, 第308号, pp. 123-126, 1981.

5. 5) Jankowski, R., Wilde, K. and Fujino, Y.: Pounding of superstructure segments in isolated elevated bridge during earthquakes, Earthquake Engineering and Structural Dynamics, Vol. 27, pp. 487-502, 1998.

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