DYNAMIC RESPONSE ANALYSES AND MODEL VIBRATION TESTS ON SEISMIC ISOLATING FOUNDATION OF BRIDGE PIER
Author:
Affiliation:
1. Research Associate of Advanced Res. Inst. for Sc. and Eng., Waseda University
2. Dept. of Civil Eng., Waseda University
Publisher
Japan Society of Civil Engineers
Subject
Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Link
https://www.jstage.jst.go.jp/article/jsceja/62/3/62_3_623/_pdf
Reference12 articles.
1. 1) Japan Road Association: Specifications for Highway Bridges, part V, seismic design, 2002.
2. 2) Kawashima, K., Hosoiri, K.: Effect of nonlinear rocking response of direct foundations on the hysteretic behavior of bridges, Journal of Structural Mechanics and Earthquake Engineering, JSCE, No. 703/I-59, pp. 97-111, 2002 (in Japanese).
3. 3) Housner, G. W.: The behavior of inverted pendulum structures during earthquakes, Bulletin of the Seismic Society of America, Vol. 53, pp. 403-417, 1963.
4. 4) Kawashima, K.: Seismic Design of the Rion-Antirion Bridge, Bridge and Foundation Engineering, pp. 33-36, 2001-3 (in Japanese).
5. 5) Tachibana,Y., Tanaka,T.: Seismic isolated foundation of long span bridge, Proceedings of the JSCE Earthquake Engineering Symposium, Vol. 23, pp. 529-532, 1995 (in Japanese).
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