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Shaking table test and numerical research on seismic response of a CFST arch bridge for different soil grounds

  • Published:2022-09 Issue: Volume:36 Page:100822
  • ISSN:2214-3912
  • Container-title:Transportation Geotechnics
  • language:en
  • Short-container-title:Transportation Geotechnics

Author:

Wang Tiancheng,Zeng Chaofeng,Ruan Zhihuan,Wu Zhiwen,Mei Guoxiong

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference57 articles.

1. Example of application of response spectrum analysis for seismically isolated curved bridges including soil-foundation effects;Ates;Soil Dyn Earthquake Eng,2011

2. Computation of sliding displacements of bridge abutments by pseudo-dynamic method;Basha;Soil Dyn Earthquake Eng,2009

3. Influence of ground motion spatial variation, site condition and SSI on the required separation distances of bridge structures to avoid seismic pounding;Bi;Earthquake Eng Struct Dyn,2011

4. Shaking-table tests and numerical simulations on a subway structure in soft soil;Chen;Soil Dyn Earthquake Eng,2015

5. Development of laminar shear soil container for shaking table tests;Chen;Chinese Journal of Geotechnical Engineering,2010
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