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Browsing by Author "Pallarés Rubio, Luis"

Now showing items 1-20 of 46

A finite element-based approach for the analysis and design of 3D reinforced concrete elements and its applications to D-regions

Meléndez Gimeno, Carlos (Universitat Politècnica de València, 2017-09-01)

The finite element method is a powerful analysis tool which has facilitated a better understanding of the behaviour of reinforced concrete structures. Its use in the research field is widespread and complements experimental ...
A Simplified Approach for the Ultimate Limit State Analysis of Three-Dimensional Reinforced Concrete Elements

Meléndez-Gimeno, Carlos; Miguel Sosa, Pedro; Pallarés Rubio, Luis (Elsevier, 2016-09)

Several advanced constitutive models of concrete have been developed in recent decades, some of which are able to reproduce the behaviour of concrete structures with a high level of accuracy. Yet given their complex ...
Analytical model for transfer length prediction of 13 mm prestressing strand

Martí Vargas, José Rocío; Arbeláez, C.A.; Serna Ros, Pedro; Navarro Gregori, Juan; Pallarés Rubio, Luis (2007)

An experimental investigation to determine the transfer length of a seven-wire prestressing strand in different concretes is presented in this paper. A testing technique based on the analysis of bond behaviour by means ...
ASPECTOS NORMATIVOS Y PATOLOGÍA DE MÉNSULAS CORTAS DE H.A

Muñoz Ferrando, Jesús (Universitat Politècnica de València, 2011-10-03)

Revisión bibliográfica de normativa nacional e internacional sobre ménsulas cortas de hormigón armado. Identificación de tipologías de patología. Estado del conocimiento entre los técnicos competentes. Planteamiento de un ...
Behavior of RC columns under unequal eccentricititess and skew angle loads at ends

Da Costa Lino Leite, Luiz Carlos; Bonet Senach, José Luís; Pallarés Rubio, Luis; Miguel Sosa, Pedro; Fernández Prada, Miguel Ángel (Elsevier, 2012-03-29)

In the design of slender concrete columns, such as civil or architecture constructions, biaxial compression loads with unequal eccentricities and skew angles at both ends is a common situation. However, in the literature, ...
Behaviour of headed studs subjected to cyclic shear in steel frames with reinforced concrete infill walls

Pallarés Rubio, Luis; Aguero Ramón Llin, Antonio; Martí Vargas, José Rocío; Pallarés Rubio, Francisco Javier (Elsevier, 2020-11-30)

[EN] Headed studs are often used to facilitate composite actions between steel and concrete structures. In steel building structures, reinforced concrete walls are commonly used to ensure composite action to stiffen steel ...
Bond of 13 mm prestressing steel strands in pretensioned concrete members

Martí Vargas, José Rocío; Serna Ros, Pedro; Navarro Gregori, Juan; Pallarés Rubio, Luis (Elsevier, 2012-05-07)

This paper presents an experimental research work to determine both the transmission and the anchorage lengths of seven-wire prestressing steel strands in different concrete mixes. A testing technique based on a bond ...
Characterization of the Bond Strength between Ultra-High Performance Concrete and Normal Strength Concrete in accordance with Split Prism and Freeze-Thaw cycling tests

Carbonell Muñoz, Miguel Ángel (Universitat Politècnica de València, 2012-11-29)

[ES] Un trabajo experimental fue llevado a cabo para evaluar la unión de UHPC con el hormigón convencional para aplicaciones de rehabilitación de estructuras del hormigón. Las condiciones de saturación del substrato, la ...
Cm-factor for RC slender columns under unequal eccentricities and skew angle loads at the ends

Da Costa Lino Leite, Luiz Carlos; Bonet Senach, José Luís; Pallarés Rubio, Luis; Miguel Sosa, Pedro (Elsevier, 2014)

Reinforced concrete slender columns, in general, are subjected to a non-uniform bending moment law, due to the occurrence of unequal eccentricities and skew angles at the ends. Design codes suggest calculating an equivalent ...
Contribución al conocimiento del comportamiento estructural en servicio de elementos de hormigón armado reforzados con bandas de FRP

López Sánchez, Cristina (Universitat Politècnica de València, 2011-09-22)

Análisis numérico de distintos elementos de hormigón armado reforzados con bandas de FRP con el objetivo de determinar las zonas de fisuración y caracterizar la abertura de fisura.
Criteria and layouts for improving approaches to the improvement of the seismic resistance of masonry constructions

Corbi, Ileana; Pallarés Rubio, Francisco Javier; Pallarés Rubio, Luis (NAUN, 2015)

[EN] The preservation of masonry constructions poses some fundamental issues as regards the protection of the historical and monumental heritage. To this regard, a series of approaches should be suitably conceived for ...
Diseño de una nueva junta de dilatación para estructuras de hormigón prefabricadas. Aplicación a una pasarela de hormigón pretensado sobre la autovía A-38, en la variante se Sueca, T-M. de Corbera

Toledano Rios, Mireia (Universitat Politècnica de València, 2019-07-05)

[EN] The solution of dapped-end beams, also known as Gerber joints or half joins, are frecuently used at concrete structures. This solution is used in prefabricated or "in situ" elements as; footbridges, bridges, industrial ...
Equivalent geometric imperfection definition in steel structures sensitive to flexural and/or torsional buckling due to compression

Aguero Ramón Llin, Antonio; Pallarés Rubio, Luis; Pallarés Rubio, Francisco Javier (Elsevier, 2015-03)

The purpose of this paper is to present a proposal for the design of steel structures sensitive to buckling due to compression in order to fill in the gaps in the current Standard EN 1993-1-1 guidelines for obtaining the ...
Equivalent geometric imperfection definition in steel structures sensitive to lateral torsional buckling due to bending moment

Aguero Ramón Llin, Antonio; Pallarés Rubio, Francisco Javier; Pallarés Rubio, Luis (Elsevier, 2015-03)

The purpose of this paper is to present a proposal for the design of steel structures sensitive to lateral torsional buckling due to bending moment in order to fill the gaps in the current Standard EN 1993- 1-1, guidelines ...
Estudio de encepados de tres y cuatro pilotes solicitados por cargas centradas y excéntricas: análisis experimental y de las formulaciones de diseño

Miguel Tórtola, Lucía (Universitat Politècnica de València, 2019-02-04)

[ES] Los encepados sobre pilotes son empleados en las cimentaciones profundas de edificios y puentes para transmitir las solicitaciones del pilar a los pilotes embe-bidos en el terreno. En el caso más habitual de los ...
Estudio de soluciones para el encauzamiento y reposición de la desembocadura del barranco del Algarrobo entre la carretera ALP-118 y el mar en Vera (Almería). Diseño y cálculo del tramo cubierto y estructuras

Domingo Mut, Rafael (Universitat Politècnica de València, 2014-07-07)

[EN] The main aim of this project is to define the best solution to the recent floods that they have had in the área. This will involve channeling the mouth of the river, which is formed by the Algarrobo canyon, and which ...
Estudio del comportamiento en servicio y rotura de los apoyos a media madera

Mata Falcón, Jaime (Editorial Universitat Politècnica de València, 2015-07-20)

[EN] Dapped-end beams (DEB), also known as Gerber joints or half joints, are frequently used at supports in reinforced and prestressed concrete structures, particularly in precast concrete manufacturing. DEB is a popular ...
Estudio estructural de edificaciones y áreas comunes de la urbanización de nueva implantación situada en la desembocadura del río Hato (Panamá)

Almendros Castillo, Vicente (Universitat Politècnica de València, 2018-12-28)

[EN] The Final Master's Project "Structural study of the buildings and common areas in the new implantation urban planning located in the mouth od the Hato river, in Panamá " has consisted in making a structural analysis ...
Estudio experimental de cálices de hormigón armado mediante modelos de bielas y tirantes tridimensionales

Gutiérrez Vela, Moisés (Universitat Politècnica de València, 2016-05-19)

[EN] The rise in the field of precast reinforced concrete structures has extended, during the last years, the use of reinforced concrete socket bases as foundation element to this type of D regions with a marked three-dimensional ...
Estudio experimental de la influencia del relleno de mampostería sobre pórticos de hormigón armado frente a acciones horizontales

Belda Revert, Andrés (Universitat Politècnica de València, 2015-03-06)

[EN] Experimental tests on masonry infilled reinforced scaled concrete frames with the aim of studying the more important factors that take over the behaviour in the relationship between the structure and the infill, as ...