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1.	Original version of the author's contribution as presented on CD, section: .: PDF A SSI NUMERICAL MODEL FOR LAYERED SOILS USING A BEM-FEM FORMULATION IN TIME DOMAIN Romero, A. ; Galvín, P. This paper presents a numerical method based on a three dimensional boundary element-finite element coupled formulation in the time domain. The proposed model allows stud [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, section: CD-MS 07 DYNAMIC EFFECTS ON HIGH-SPEED RAILWAY TRACKS .: PDF High-Speed Train Passage Effects in Buildings: Vibration Assessment and Isolation Romero, O-A. ; Galvin, P. This paper analyses train induced vibration in buildings. Emission, transmission and immission mechanisms are considered rigorously. Track-ground-building interaction hav [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, page 2279, code PO.SM07-1.17.280 .: PDF On the interplay between material flaws and dynamic necking Vaz-Romero Santero, Alvaro In this work we investigate the interplay between material defects and flow localization in elastoplastic bars subjected to dynamic tension. For that task, we have develo [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, section: MS 09 Dynamic Effects On High-Speed Railway Tracks.: PDF Analysis of the Vehicle-Track-Structure-Soil Dynamic Interaction of Railway Bridges for Hst Romero, A. ; Galvin, P. The dynamic vehicle-track-bridge-soil interaction is studied on high speed lines. The analysis is carried out using a general and fully three dimensional multi-body-finit [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, section: Dynamic effects on high-speed railway tracks - iii (MS).: PDF A numerical model to predict vibrations due to hst Romero, A. ; Dominguez, J. A general and fully three dimensional boundary element–finite element model based on time domain formulation to predict vibrations in the track, in the soil and on stru [...] Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, 010.pdf.: PDF Railway induced vibrations in beam bridges including soil-structure interaction through coupled boundary element-finite element analyses Martínez-Rodrigo, M.D. ; Galvín, P. In the present contribution the dynamic behaviour of railway bridges, modelled as simplysupported beams, is addressed. In particular, the effect of Soil-Structure Interac [...] Detailed record - Similar records
7.	Original version of the author's contribution as presented on CD, paper No. 1511.: PDF Behaviour of precast column-to-foundation connections under cyclic loading Romero-Garcia, Agustin ; Navarro-Gregori, Juan Detailed record - Similar records

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