Effects of seismic isolation on the seismic response of a California high-speed rail prototype bridge with soil-structure and track-structure interactions-Reference-Cited by-同舟云学术

Effects of seismic isolation on the seismic response of a California high-speed rail prototype bridge with soil-structure and track-structure interactions

Published:2016-07-04 Issue:15 Volume:45 Page:2415-2434
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Li Yong¹,Conte Joel P.¹

Affiliation:

1. Department of Structural Engineering; University of California at San Diego; La Jolla CA 92093 USA

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference41 articles.

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4. Random vibration analysis of dynamic vehicle-bridge interaction due to road unevenness;Lombaert;Journal of Engineering Mechanics,2012

5. High-speed train-track-bridge dynamic interactions - Part I: theoretical model and numerical simulation;Zhai;International Journal of Rail Transportation,2013a

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