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Browsing by UPV Unit "Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures"

Now showing items 1-20 of 771

"Estudio tipológico y estructural del futuro Estadio de Anoeta (San Sebastián)"

Espinós González, Ingrid (2020-03-16)

[CA]El futbol probablement siga l’esport més popular en Europa en aquests temps. Caracteritzat per la gran quantitat de diners que s’hi mouen tant en els campionats com en els fixatges dels jugadors. Degut a l’increment ...
20 años de presencia femenina en la Escuela Técnica Superior de Arquitectura de Valencia y en el Departamento de Estructuras

Basset Salom, Luisa; Guardiola Víllora, Arianna Paola (Instituto Juan de Herrera, 2009)

En esta comunicación se ha realizado un estudio de la Comunidad Universitaria desde la perspectiva de género. Los datos utilizados, tanto de la a la Escuela Técnica Superior de Arquitectura de Valencia como los del ...
3D printed orthosis design

Aguado Pérez, Judit (2018-06-27)

[ES] Se trata de diseñar órtesis personalizadas a través de la impresión 3D. Parte del trabajo es búsqueda de información, posibilidades de fabricación, herramientas de diseño y aplicaciones. Se analizará la viabilidad ...
A 3D finite element model for predicting the fire behavior of hollow-core slabs

Aguado, J.V.; Albero Gabarda, Vicente; Espinós Capilla, Ana; Hospitaler Pérez, Antonio; Romero, Manuel L. (Elsevier, 2015-12-09)

Servicios adicionales en SFX(opens in a new window)|View at Publisher| Export | Download | Add to List | More... Engineering Structures Volume 108, February 01, 2016, Pages 12-27 A 3D finite element model for ...
A comparison of different failure criteria in a numerical seismic assessment of an industrial brickwork chimney

Pallarés Rubio, Francisco Javier; Aguero Ramón Llin, Antonio; Ivorra Chorro, Salvador (Springer Verlag (Germany), 2009)

A theoretical analysis using three wellknown masonry analysis constitutive models is performed on a masonry structure to simulate the response of the structure to specific seismic forces. The results of the three ...
A form-finding method based on the geometrically exact rod model for bending-active structures

Bessini-Muñoz, Juan Gabriel; Lazaro, Carlos; Monleón Cremades, Salvador (Elsevier, 2017)

[EN] In the field of bending-active structures, the complexity of finding beforehand the equilibrium configuration and the non-linearity of the structural response are main issues during the conceptual phase. The use of ...
A full-scale timbrel cross vault subjected to vertical cyclical displacements in one of its supports

Torres Górriz, Benjamín; Bertolesi, Elisa; Calderón García, Pedro Antonio; Moragues, Juan J; Adam, Jose M (Elsevier, 2019-03-15)

[EN] Up-and-down cyclical displacement of supports-foundations, due for example to the presence of expansive soils, can affect the integrity of a structure and may even lead to its collapse. A recent study carried out at ...
A mathematical model for the sustainability of the use of cross-laminated timber in the construction industry : the case of Spain

Fernández Forcada, Mario; Martínez Boquera, Arturo; Alonso Durá, Adolfo; Lizondo Sevilla, Laura (Springer Verlag (Germany), 2014-12)

In recent years, computerized mathematical modelling has enabled construction-related problems to be resolved and predictions to be made regarding the behaviours of buildings and their environments in a more rigorous ...
A molecular structural mechanics model applied to the static behavior of single-walled carbon nanotubes: New general formulation

Merli Gisbert, Rafael; Lazaro, Carlos; Monleón Cremades, Salvador; Domingo Cabo, Alberto (Elsevier, 2013-10)

A new general formulation for the mechanical behavior of Single-Walled Carbon Nanotubes is presented. Carbon atoms are located at the nodes of an hexagonal honeycomb lattice wrapped into a cylinder. They are linked by ...
A numerical model with varying passive confinement for circular and elliptical concrete-filled steel tubular columns

Lacuesta Carrión, César Damián; Romero García, Manuel Luis; Lapuebla-Ferri, Andrés; Adam Martínez, José Miguel (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] In this work, a non-linear 3D numerical model to study concrete-filled tubular (CFST) columns is presented. The numerical model is capable to consider the passive confinement that occurs in the concrete core of CFST ...
A numerical study into the evolution of loads on shores and slabs during construction of multistorey buildings. Comparison of partial striking with other techniques

Alvarado Vargas, Yezid Alexander; Calderón García, Pedro Antonio; Gasch, Isabel; Adam Martínez, José Miguel (ELSEVIER SCI LTD, 2010-10)

This paper contains a summary and evaluation of an experimental research project carried out at the ICITECH laboratories, Valencia, Spain. The project consisted of the construction of a full-scale building that included a ...
A patient-specific FE-based methodology to simulate prosthesis insertion during an augmentation mammoplasty

Lapuebla-Ferri, Andrés; Perez del Palomar, Amaya; Herrero, Javier; Jimenez Mocholi, Antonio José (Elsevier, 2011)

[EN] Breast augmentation surgery is a widespread practice for aesthetic purposes. Current techniques, however, are not able to reliably predict the desired final aspect of the breast after the intervention, whose success ...
A viscous approach based on oscillatory eigensolutions for viscoelastically damped vibrating systems

Lázaro, Mario; Pérez-Aparicio, José L.; Epstein, Marcelo (Elsevier, 2013-11)

[EN] Dissipative mechanisms in linear multiple-degree-of-freedom viscoelastic systems are characterized by the dependence on the history of the velocity degrees-of-freedom via convolution integrals over kernel functions. ...
Acciones horizontales en vigas contraviento de cubierta.

Guardiola Víllora, Arianna Paola (2016-07-04)

Se explica como obtener las acciones que actúan en las vigas contraviento de cubierta consecuencia de su función de arriostramiento del cordón comprimido de una celosía o de una viga de alma llena frente al pandeo lateral, ...
Acciones horizontales equivalentes a las imperfecciones en pórticos de acero.

Guardiola Víllora, Arianna Paola (2016-07-01)

Se explica como considerar, según el DB SE A las imperfecciones en los pórticos de acero
Accurate gamma and MeV-electron track reconstruction with an ultra-low diffusion Xenon/TMA TPC at 10 atm

Gonzalez Diaz, Diego; Álvarez Puerta, Vicente; Borges, F. I. G.; Camargo, M.; Carcel, S.; Cebrian, S.; Cervera, A.; Conde, C. A. N.; Dafni, T.; Esteve Bosch, Raul; Fernandes, L. M. P.; Mora Mas, Francisco José; Pérez Aparicio, José Luis; Rodríguez Samaniego, Javier; Toledo Alarcón, José Francisco (Elsevier, 2015-12-21)

We report the performance of a 10 atm Xenon/trimethylamine time projection chamber (TPC) for the detection of X-rays (30 keV) and gamma-rays (0.511-1.275 MeV) in conjunction with the accurate tracking of the associated ...
Acero estructural

Guardiola Víllora, Arianna Paola (2016-07-01)

Se explican las clases y tipos de acero estructural. Se describen las secciones de acero laminado y su uso Se indican aplicaciones prácticas
Advanced materials for concrete-filled tubular columns and connections

Espinós Capilla, Ana; Romero García, Manuel Luis; Hospitaler Pérez, Antonio; Pascual Pastor, Ana María; Albero Gabarda, Vicente (Elsevier, 2015)

[EN] The advantages of concrete-filled steel tubular (CFST) columns are well known at room and elevated temperatures, however, beyond a certain slenderness their load-bearing capacity starts to decrease. Besides, blind-bolts ...
Aerodinámica no-estacionaria de perfiles. Análisis teórico y numérico.

Bernacer Soriano, Lucas Juan (2018-10-16)

[ES] El método de los paneles en 2D (vortex lattice method) se usa en arodinámica para predecir la distribución de la sustentación en superficies de alas. Su implementación y fundamentos son sencillos cuando se ha visto ...
Algoritmo de resolución de problemas de dimensionado estructural con acero

Gómez Martínez, Fernando (2018-06-11)

Esquema de resolución de problemas de dimensionado estructural de pilares y vigas de acero laminado a compresión simple, flexión simple, flexocompresión o pandeo, según el CTE-DB-SE-A