Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Romero Ordóñez, Antonio"'
Autor:
Cámara Molina, Javier Cristóbal, Moliner, Emma, Martínez Rodríguez, María Dolores, Connolly, David P., Yurchenko, D., Galvín, Pedro, Romero Ordóñez, Antonio
This paper investigates the optimal design of 3D printed energy harvesters for railway bridges. The type of harvester studied is a cantilever bimorph beam with a mass at the tip and a load resistance. These parameters are adjusted to find the optimal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3272::770dd43341fe58eb059d2c022a327dc5
BEM/MRM 45, 45th International Conference on Boundary Elements and other Mesh Reduction Methods, Tallin-Estonia, 24–26 May 2022, Online This paper describes a general method to compute the boundary integral equation for common engineering problems.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3272::70b9bf12554e41a89f8749534f1d3d7b
Autor:
Chordà Monsonís, Josep, Martínez Rodrigo, Mª Dolores, Galvín Barrera, Pedro, Romero Ordóñez, Antonio, Moliner Cabedo, Emmanuela
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
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[EN] Short-to-medium span simply-supported (SS) railway bridges are prone to experience high levels of vertical acceleration due to train passage. The necessity of predicting accurately their dynamic behaviour for design, safety and maintenance reaso
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e66e49415c19d290361a60cdd559630c
http://hdl.handle.net/10251/186603
http://hdl.handle.net/10251/186603
Autor:
Galvín, Pedro, López Mendoza, Daniel, Romero Ordóñez, Antonio, Connolly, David P., Krilov, Victor V. (Coordinador)
Publikováno v:
idUS: Depósito de Investigación de la Universidad de Sevilla
Universidad de Sevilla (US)
idUS. Depósito de Investigación de la Universidad de Sevilla
instname
Universidad de Sevilla (US)
idUS. Depósito de Investigación de la Universidad de Sevilla
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Ministerio de Economía y Competitividad BIA2016-75042-C2 Leeds Cheney Award Scheme Ministerio de Educación, Cultura y Deporte PRX18/00115
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::0cc672a0aaa5b54be30183f8d9de92d3
Publikováno v:
idUS. Depósito de Investigación de la Universidad de Sevilla
instname
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42nd International Conference on Boundary Elements and other Mesh Reduction Methods, BEM/MRM 2019; ITeCons-University of Coimbra, Coimbra; Portugal; 2 July 2019 through 4 July 2019. - Publicado en WIT Transactions on Engineering Sciences, Volume 126,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=RECOLECTA___::4ac50aa17bc27eb2ea42377c93839416
Publikováno v:
idUS. Depósito de Investigación de la Universidad de Sevilla
instname
instname
This work presents a two-and-a-half dimensional (2.5D) spectral formulation based on the finite element method (FEM) and the boundary element method (BEM) to study wave propagation in acoustic and elastic waveguides. The analysis involved superposing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::b3b92fc3e5b9bb4c7f33c0b51f53f537
Autor:
Galvín, Pedro, Moliner, Emma, Romero Ordóñez, Antonio, Martínez-Rodrigo, María Dolores, Vestroni, Fabrizio (Coordinador), Gattulli, Vincenzo (Coordinador), Romeo, Francesco (Coordinador)
Publikováno v:
idUS. Depósito de Investigación de la Universidad de Sevilla
instname
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Faculty of Civil and Industrial Engineering of Sapienza University of Rome Italy, from Sunday 10 to Wednesday 13 September 2017 In this contribution the authors include results and conclusions from an experimental and numerical analysis of a railway
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::d224488fb44f09f0e0d2ca7c0e6822de
Publikováno v:
idUS. Depósito de Investigación de la Universidad de Sevilla
instname
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En: Computational Mechanics Volume 64, Issue 1, 15 July 2019, Page 273 - Correction to: A 3D time domain numerical model based on half-space Green’s function for soil–structure interaction analysis (Computational Mechanics, (2014), 53, 5, (1073-1
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::7efbc058ec428d4d954a3475fdaecd07
Publikováno v:
idUS. Depósito de Investigación de la Universidad de Sevilla
instname
instname
Special Issue: José Manuel Roësset This paper explores dynamic soil–bridge interaction in high speed railway lines. The analysis was conducted using a general and fully three-dimensional multi-body finite element–boundary element model formulat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::195a31d4b3dcfeaefbba3bd096580fef
https://idus.us.es/handle/11441/52941
https://idus.us.es/handle/11441/52941
Publikováno v:
idUS. Depósito de Investigación de la Universidad de Sevilla
instname
instname
In this paper, a general and fully three dimensional multi-body-finite element-boundary element model, formulated in the time domain to predict vibrations due to train passage at the vehicle, the track and the free field, is presented. The vehicle is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::2b0e13486a839b0924807be56433bb8b
https://idus.us.es/xmlui/handle/11441/54325
https://idus.us.es/xmlui/handle/11441/54325