RiuNet UPV Home
:
Browsing by Author

Search RiuNet

Browse

All of RiuNet

My Account

RiuNet Help

Admin. UPV

Browsing by Author "Albero Gabarda, Vicente"

Now showing items 1-20 of 26

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 ...
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 ...
Análisis experimental del comportamiento frente a altas temperaturas de vigas planas mixtas de acero-hormigón con materiales avanzados

Serra Mercé, Enrique (Universitat Politècnica de València, 2021-11-04)

[EN] Composite steel-concrete beams embedded in the slab (slim-floor) are being increasingly used worldwide in new residential industrial and commercial building projects, as well as in unique infrastructures. However, the ...
Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads

ALBERO GABARDA, VICENTE; Ibáñez Usach, Carmen; Piquer, A.; Hernández-Figueirido, D. (Elsevier, 2021-01)

[EN] In this paper an experimental program on concrete-filled steel tubular columns subjected to eccentric loads is presented. The columns have different cross-sectional configurations, including single concrete-filled ...
Circular concrete-filled dual steel columns with ultrahigh-strength concrete

Romero, Manuel L.; Albero Gabarda, Vicente; Espinós Capilla, Ana; Hospitaler Pérez, Antonio; Pons Aliaga, David; Portolés, José M.; Ibáñez Usach, Carmen (Ernst und Sohn, 2016-11-11)

This paper presents the results of an experimental campaign in which the buckling resistance of 12 concrete-filled dual steel columns was ascertained. Whereas some papers in the literature describe investigations into ...
Estudio del comportamiento termo-mecánico seccional de columnas rectangulares de hormigón armado sometidas a la acción del fuego. Flexo-compresión recta y esviada

Peña Mansilla, David Leonardo (Universitat Politècnica de València, 2018-10-16)

En el presente trabajo final de máster (TFM), se estudiará el comportamiento de columnas de sección rectangular de hormigón armado ante la acción accidental del fuego. Específicamente se estudiará este tipo de sección y ...
Fire design of slim-floor beams

Romero, Manuel L.; Albero Gabarda, Vicente; Espinós Capilla, Ana; Hospitaler Pérez, Antonio (John Wiley & Sons, 2019)

[DE] Die Slim-Floor-Bauweise ist eine erprobte und wirtschaftliche Lösung. Sie ermöglicht unter anderem eine erhebliche Reduzierung der Deckenstärke und wird zunehmend in Industrieund Gewerbegebäuden eingesetzt. Darüber ...
Innovative solutions for enhancing the fire resistance of slim-floor beams: Thermal experiments

ALBERO GABARDA, VICENTE; Serra Mercé, Enrique; Espinós Capilla, Ana; Romero, Manuel L.; Hospitaler Pérez, Antonio (Elsevier, 2020-02)

[EN] Slim-floor beams have attracted the attention of designers in the last decades, owing to their ability for supporting intermediate loads without increasing the floor thickness. However, the behaviour of this type of ...
Interaction diagram based method for fire resistance design of eccentrically loaded concrete-filled steel tubular columns

Albero Gabarda, Vicente; Espinós Capilla, Ana; Romero, Manuel L.; Wang, Y.C.; Renaud, Christophe; Schaumann, P.; Nigro, E. (Elsevier, 2018-09)

[EN] Previous investigations have highlighted that the current design method in Annex H of EN 1994-1-2 for the calculation of fire resistance of slender concrete-filled steel tubular (CFST) columns was unsafe, which led ...
Internally fire protected composite steel-concrete slim-floor beam

ALBERO GABARDA, VICENTE; Serra Mercé, Enrique; Espinós Capilla, Ana; Romero, Manuel L.; Hospitaler Pérez, Antonio (Elsevier, 2021-01-15)

[EN] The slim-floor beam is a composite concrete-steel beam fully integrated into the floor depth that was developed at the beginning of the 1990s. This composite beam presents a very good behaviour during the fire event ...
Non-constant biaxial bending capacity assessment of CFST columns through interaction diagrams

Espinós Capilla, Ana; ALBERO GABARDA, VICENTE; Romero, Manuel L.; Mund, M.; Meyer, P.; Schaumann, P. (Techno-Press, 2019-08-25)

[EN] The mechanical response of concrete-filled steel tubular (CFST) columns subjected to pure compression or uniaxial bending was studied in depth over the last decades. However, the available research results on CFST ...
Numerical study on axially loaded ultra-high strength concrete-filled dual steel columns

Pons Aliaga, David; Espinós Capilla, Ana; Albero Gabarda, Vicente; Romero, Manuel L. (Techno-Press, 2018)

[EN] This paper presents a numerical investigation on the mechanical performance of concrete-filled dual steel tubular columns of circular section subjected to concentric axial load. A three-dimensional numerical model is ...
Numerical study on the flexural behaviour of slim-floor beams with hollow core slabs at elevated temperature

Albero Gabarda, Vicente; Espinós Capilla, Ana; Serra Mercé, Enrique; Romero, Manuel L.; Hospitaler Pérez, Antonio (Elsevier, 2019)

[EN] Slim-floor beams are a novel typology of steel beams where the steel profile is fully embedded within the concrete floor depth. While the use of this system is increasing fast in the construction practice, the available ...
Optimal design of prestressed concrete hollow core slabs taking into account its fire resistance

Albero Gabarda, Vicente; Saura Arnau, Héctor; Hospitaler Pérez, Antonio; Montalva Subirats, José Miguel; Romero, Manuel L. (Elsevier, 2018)

[EN] Prestressed hollow core slabs are a concrete element widely used as construction floor product, which manufacturing process has greatly been improved in recent years. Several research studies focused on hollow core ...
OPTIMIZACIÓN MULTIOBJETIVO DE LA PLACA ALVEOLAR PRETENSADA

Albero Gabarda, Vicente (Universitat Politècnica de València, 2016-11-03)

[EN] Hollow core slab is a prestressed precast concrete structural element very commonly used in the industrial construction context. It is manufactured in highly industrialized precast factories where its design parameters ...
Proceedings of the 12th international conference on advances in steel-concrete composite structures. ASCCS 2018

Albero Gabarda, Vicente; Espinós Capilla, Ana; Ibáñez Usach, Carmen; Lapuebla Ferri, Andrés; Romero García, Manuel Luis (Editorial Universitat Politècnica de València, 2018-07-02)

After the success of ASCCS conference series: Harbin (1985,1988,2006), Fukuoka (1991), Kosice (1994), Innsbruck (1997), Los Angeles (2000), Sydney (2003), Leeds (2009), Singapore (2012), Beijing (2015) the upcoming 12th ...
Proposal of a new method in EN1994-1-2 for the fire design of concrete-filled steel tubular columns

Albero Gabarda, Vicente; Espinós Capilla, Ana; Romero, Manuel L.; Hospitaler Pérez, Antonio; Bihina, Gisèle; Renaud, Christophe (Elsevier, 2016)

Previous investigations proved the unsafety of the current design guidelines in Annex H of EN 1994-1-2 for the calculation of the fire resistance of slender concrete-filled steel tubular (CFST) columns. In this paper, a ...
Proposal of a Viscous Model for Nonviscously Damped Beams Based on Fractional Derivatives

Lázaro, Mario; Molines Cano, J.M.; Ferrer Ballester, Ignacio; Albero Gabarda, Vicente (Hindawi Limited, 2018)

[EN] Viscoelastic materials are widely used in structural dynamics for the control of the vibrations and energy dissipation. They are characterized by damping forces that depend on the history of the velocity response via ...
Proyecto estructural de edificio industrial de 4086m2 situado en el poligono industrial "Camí a la mar" de Sagunto

García Vidal, Juan Alberto (Universitat Politècnica de València, 2017-07-04)

[ES] El presente proyecto consiste en la elaboración detallada de una nave industrial junto con un edificio representativo, un altillo y un sistema de puentes grúas destinados al granallado y tratamientos de superficies, ...
Proyecto estructural de un hangar de 3240m2 para el mantenimiento de helicópteros situado en Sevilla

Ilieva Anguelova, Tzvetelina (Universitat Politècnica de València, 2017-10-04)

[ES] El presente trabajo de final de grado consta del diseño de un hangar de estructura metálica para albergar una planta de mantenimiento y reparación de helicópteros de pequeño y mediano tamaño. Comprende el estudio ...