Identification of soil-structure interaction effect in a portal frame railway bridge through full-scale dynamic testing-Reference-Cited by-同舟云学术

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Identification of soil-structure interaction effect in a portal frame railway bridge through full-scale dynamic testing

Published:2018-03 Issue: Volume:159 Page:299-309
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zangeneh Abbas,Svedholm Christoffer,Andersson Andreas,Pacoste Costin,Karoumi Raid

Funder

Swedish Research Council

Swedish Transport Administration

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference37 articles.

1. EN1991-2. Eurocode 1. Actions on Structures. Part 2: Traffic loads on Bridges; 2003.

2. Soil-structure interaction in resonant railway bridges;Romero;Soil Dyn Earthquake Eng,2013

3. Simplified analysis of the dynamic soil-structure interaction of a portal frame railway bridge;Ülker-Kaustell;Eng Struct,2010

4. On the basic phenomena of soil-structure interaction on the free vibration response of beams: application to railway bridges;Doménech;Eng Struct,2016

5. Svedholm C, Pacoste-Calmanovici C, Karoumi R. Modal properties of simply supported railway bridges due to soil-structure interaction. In: Conference of 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2015. p. 1709–19.

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