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pro vyhledávání: '"M. Cacho-Pérez"'
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Akademický článek
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Autor:
M. Cacho-Pérez, J. Gómez-Carretero
Publikováno v:
UVaDOC. Repositorio Documental de la Universidad de Valladolid
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Producción Científica
This work focuses on the limit analysis or plastic calculation of slender beam planar frames using a direct method based on the Virtual Works Principle (VWP). The method consists in looking for the structure’s collapse
This work focuses on the limit analysis or plastic calculation of slender beam planar frames using a direct method based on the Virtual Works Principle (VWP). The method consists in looking for the structure’s collapse
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6b643c27a72f713decb5cdc50c2db866
https://doi.org/10.1016/j.istruc.2021.09.033
https://doi.org/10.1016/j.istruc.2021.09.033
Autor:
M. Cacho-Pérez
Publikováno v:
Applied Mathematical Modelling. 46:591-601
Structural analysis was one of the first disciplines to demand powerful computing tools. However, with current capacities of both calculus and manufacture and use of new materials, along with certain aesthetic conditions, it is possible to address pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c8a89a4153889c8dbc8bc16beee5f7f7
https://doi.org/10.1016/j.apm.2017.02.002
https://doi.org/10.1016/j.apm.2017.02.002
Autor:
Norberto Ibán, Iván M. Díaz, M. Cacho-Pérez, Antolín Lorenzana, Alvaro Magdaleno, F.J. Cara, Emiliano Pereira
Publikováno v:
Procedia Engineering. 199:2850-2855
Structures subjected to excitations like human induced vibrations may produce large accelerations and serviceability limit state problems. Passive, semi-active and active vibration controls have been proposed as possible solutions to reduce the vibra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81006849cfa9a4106ab53cfbc83ed785
https://doi.org/10.1016/j.proeng.2017.09.553
https://doi.org/10.1016/j.proeng.2017.09.553
Publikováno v:
Scipedia Open Access
Scipedia SL
Scipedia SL
This paper focuses on estimating the modal parameters of the dynamic system that constitutes the pedestrian footbridge of the Science Museum of the city of Valladolid (Spain). The work consists not only of calculating natural frequencies and damping
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::0e870da1676dd40710139626d8a12ad5
https://www.scipedia.com/public/Cacho-Perez_et_al_2016b
https://www.scipedia.com/public/Cacho-Perez_et_al_2016b
Publikováno v:
Scipedia Open Access
Scipedia SL
Scipedia SL
Civil engineering constructions like pedestrian footbridges are structures increasingly slender, ambitious and complex in which the dynamic effects caused by the loads to which they are subjected (pedestrians) may induce service problems and / or sig
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ca373a1633f7995599c1caa60ed7143d
https://doi.org/10.23967/j.rimni.2017.8.004
https://doi.org/10.23967/j.rimni.2017.8.004
Autor:
M. Cacho-Pérez, Antolín Lorenzana
Publikováno v:
Journal of Engineering Mechanics. 143
This paper focuses on evaluating the vertical movements that appear when a pedestrian is walking on a slender platelike structure. For this, the pedestrian is modeled by a dynamic system co...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::40b9d4659d3ff0d7e4417e162d1f87ee
https://doi.org/10.1061/(asce)em.1943-7889.0001326
https://doi.org/10.1061/(asce)em.1943-7889.0001326
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Politècnica de Catalunya (UPC)
Este trabajo se centra en estimar los parámetros modales del sistema dinámico que constituye la pasarela peatonal del Museo de la Ciencia de la ciudad de Valladolid (Spain). El trabajo consiste no sólo en calcular frecuencias propias o naturales y
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1402bc7c8c93b1033f5eba40af9888fe
https://hdl.handle.net/2117/166131
https://hdl.handle.net/2117/166131