RESPONSE REDUCTION EFFECT AND APPLICATION SCOPE OF ADDITIONAL SUPPORTS REINFORCEMENT FOR A HIGH-SPEED RAILWAY PRC BRIDGE
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Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscejseee/76/3/76_523/_pdf
Reference16 articles.
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2. 9) Li, J., Su, M. and Fan, L. : Vibration control of railway bridges under high-speed trains using multiple tuned mass dampers, Journal of Bridge Engineering, Vol. 10, No. 3, pp. 312-320, 2005.
3. 10) Lin, C. C., Wang, J. F. and Chen, B. L. : Train-induced vibration control of high-speed railway bridges equipped with multiple tuned mass dampers, Journal of Bridge Engineering, Vol. 10, No. 4, pp. 398-414, 2005.
4. 11) Martínez-Rodrigo, M. D., Lavado, J. and Museros, P. : Dynamic performance of existing high-speed railway bridges under resonant conditions retrofitted with fluid viscous dampers, Engineering Structures, Vol. 32, No. 3, pp. 808-828, 2010.
5. 12) Moliner, E., Museros, P. and Martínez-Rodrigo, M. D. : Retrofit of existing railway bridges of short to medium spans for high-speed traffic using viscoelastic dampers, Engineering Structures, Vol. 40, pp. 519-528, 2012.
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