The effect of foundation–soil–foundation interaction on the response of continuous, multi-span railway bridges
Author:
Funder
Fonds Wetenschappelijk Onderzoek
Vlaamse regering
Vlaams Supercomputer Centrum
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference39 articles.
1. Soil–structure interaction in resonant railway bridges;Romero;Soil Dyn Earthq Eng,2013
2. Dynamic response of a periodic viaduct to a moving loading with consideration of the pile-soil–structure interaction;Lu;Acta Mech,2015
3. Seismic soil–structure interaction in multi-span bridges: application to a railway bridge;Carbonari;Earthq Eng Struct Dyn,2011
4. An efficient approach to model updating for a multispan railway bridge using orthogonal diagonalization combined with improved particle swarm optimization;Tran-Ngoc;J Sound Vib,2020
5. Model updating of railway bridge using in situ dynamic displacement measurement under trainloads;Feng;ASCE J. Bridge Eng.,2015
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