Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Mario Bermejo"'
Publikováno v:
Shock and Vibration, Vol 2017 (2017)
This paper describes two practical methodologies for modeling the collapse of reinforced concrete structures. They are validated with a real scale test of a two-floor structure which loses a bearing column. The objective is to achieve accurate simula
Externí odkaz:
https://doaj.org/article/9bae18b1dd714f96b27898d390abf574
Autor:
Mario Bermejo, Daniel del Olmo
Publikováno v:
Dams and Reservoirs. 27:102-110
The actual technique of construction of concrete face slabs of concrete face rockfill dams and concrete face gravel dams is oriented to the protection of the upstream slope by a series of concrete extruded curbs. The face slab leans on these curbs an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ede452eb0f49de5b8072d1adfc315cb1
https://doi.org/10.1680/jdare.16.00046
https://doi.org/10.1680/jdare.16.00046
Publikováno v:
Shock and Vibration, Vol 2017 (2017)
This paper describes two practical methodologies for modeling the collapse of reinforced concrete structures. They are validated with a real scale test of a two-floor structure which loses a bearing column. The objective is to achieve accurate simula
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2e2fb7aa4ad498ee9a4bc204d46c73aa
Publikováno v:
Informes de la construcción, ISSN 0020-0883, 2015-07, Vol. 67, No. 539
Informes de la Construccion, Vol 67, Iss 539, p e095 (2015)
Informes de la Construcción; Vol. 67 No. 539 (2015); e095
Informes de la Construcción; Vol. 67 Núm. 539 (2015); e095
Archivo Digital UPM
instname
Informes de la Construccion, Vol 67, Iss 539, Pp e095-e095 (2015)
Informes de la Construccion, Vol 67, Iss 539, p e095 (2015)
Informes de la Construcción; Vol. 67 No. 539 (2015); e095
Informes de la Construcción; Vol. 67 Núm. 539 (2015); e095
Archivo Digital UPM
instname
Informes de la Construccion, Vol 67, Iss 539, Pp e095-e095 (2015)
Explosive phenomena on concrete structures have catastrophic effects in many instances despite its reduced occurrence. The civil buildings are usually not designed to withstand this type of dynamic load, so a methodology to analyze the structural res
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c6173e5a151f4430663752b97835468d
http://oa.upm.es/40705/
http://oa.upm.es/40705/
