Effect of dynamic soil–structure interaction on the seismic response of bridges with elastomeric bearings-Reference-Cited by-同舟云学术

Effect of dynamic soil–structure interaction on the seismic response of bridges with elastomeric bearings

Published:2018-10-26 Issue:2 Volume:20 Page:197-207
ISSN:1563-0854
Container-title:Asian Journal of Civil Engineering
language:en
Short-container-title:Asian J Civ Eng

Author:

Neethu B.^ORCID,Das Diptesh

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s42107-018-0098-0/fulltext.html

Reference34 articles.

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2. Chen, C., & Liu, K. F. (2009). Adaptive fuzzy sliding mode control for seismically excited bridges with lead rubber bearing isolation. International Journal of Uncertainty, Fuzziness and Knowledge-Based Systems, 17, 705–727.

3. Choun, Y. S., Park, J., & Choi, I. K. (2014). Effects of mechanical property variability in lead rubber bearings on the response of seismic isolation system for different ground motions. Nuclear Engineering and Technology, 46, 605–618. https://doi.org/10.5516/NET.09.2014.718 .

4. Dicleli, M., Albhaisi, S., & Mansour, M. Y. (2005). Static soil–structure interaction effects in seismic-isolated bridges. Practice Periodical on Structural Design and Construction, 10, 22–33.

5. Gazetas G (2006) Seismic design of foundations and soil–structure interaction. In: First European Conference on Earthquake Engineering and Seismology, Geneva, pp 3–8.

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