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Listar por autor "Fernández Prada, Miguel Ángel"

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A simplified method to predict the ultimate shear stress of reinforcedconcrete membrane elements

Miguel Sosa, Pedro; Navarro-Gregori, Juan; Fernández Prada, Miguel Ángel; Bonet Senach, José Luís (Elsevier, 2013-04)

This paper presents a new simplified verification method to predict the ultimate shear stress and the mode of failure of reinforced concrete membrane elements with orthogonal reinforcement under any combination of normal ...
A theoretical model for including the effect of monotonic shear loading in the analysis of reinforced concrete beams

Navarro-Gregori, Juan; Miguel Sosa, Pedro; Fernández Prada, Miguel Ángel; Martí Vargas, José Rocío (Elsevier, 2013-07)

This paper presents a model for the analysis of reinforced concrete beams under monotonic loading conditions, including axial, bending, and shear forces, in order to effectively capture the mechanisms of shear transfer. ...
Analysis of the shear strength mechanism of slender precast concrete beams with cast-in-place slab and web reinforcement

Rueda-García, Lisbel; Bonet Senach, José Luís; Miguel Sosa, Pedro; Fernández Prada, Miguel Ángel (Elsevier, 2021-11-01)

[EN] Precast concrete beams with cast-in-place slabs on top, namely concrete composite beams are frequently used for building concrete bridge decks. In designs, the contribution of cast-in-place slabs to shear strength ...
Análisis comparativo entre soluciones armadas y pretensadas en el diseño de depósitos de agua circulares exentos.

Aparisi López, Tatiana (Universitat Politècnica de València, 2021-01-25)

[ES] El objetivo del presente proyecto es la determinación de la influencia de la altura del muro en el coste monetario de un depósito circular de hormigón en función de que el diseño se haga con hormigón armado u hormigón ...
Análisis estructural de cajones flotantes de hormigón armado: un estudio comparativo entre métodos de análisis tradicionales y de modelización por elementos finitos.

Quinapallo Jami, Luis Alfredo (Universitat Politècnica de València, 2024-06-25)

[ES] El diseño de cajones flotantes mediante el manual para el diseño y la ejecución de cajones flotantes de hormigón armado para obras portuarias ha sido un referente para la construcción de estas estructuras prefabricadas ...
Análisis no-lineal de forjados de losa maciza de hormigón armado. Determinación del factor de seguridad de resistencia global de acuerdo con el MC-2010

Diaz Alava, Cristhian Vinicio (Universitat Politècnica de València, 2022-01-12)

[ES] Uno de los métodos habituales para el diseño o la verificación de forjados de losa maciza de hormigón armado de estructuras de nueva planta o de estructuras existentes, es el conocido como modelo de descomposición en ...
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, ...
Diseño de un ensayo para el estudio experimental del anclaje de armaduras pasivas en nudos C-C-T

Miguel Sosa, Pedro; Martí Vargas, José Rocío; Fernández Prada, Miguel Ángel; Castro-Bugallo, M Carmen; Bonet Senach, José Luís; Serna Ros, Pedro; Romero, Manuel L. (Elsevier, 2004-01-05)

[EN] In this paper the prototype designed for the research project about the analysis of the anchorage-joint system behaviour in D regions which is being developed in the Dept. of Construction Engineering and Civil Engineer ...
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 ...
Diseño y cálculo estructural de paso inferior en la CV-35 en el PK 20+050, en el T.M. Pobla de Vallbona (Valencia )

Llorens Rodríguez, Rafael (Universitat Politècnica de València, 2022-02-01)

[ES] El TFG consiste en la elaboración del proyecto básico de un paso inferior que incluirá un estudio de soluciones, la definición del proceso constructivo, el diseño y cálculo estructural de los diferentes elementos ...
Ductility of slender reinforced concrete columns under monotonic flexureand constant axial load

BARRERA PUERTO, ANGELA; Bonet Senach, José Luís; Romero, Manuel L.; Fernández Prada, Miguel Ángel (Elsevier, 2012-07)

In this paper an investigation is presented based on tests results of reinforced concrete columns subjected to monotonic flexure and constant axial load from a previous paper [1]. The variables of the tests were strength ...
Estudio para la definición del sistema de rigidización de la estructura de un edificio modular prefabricado

Pérez Monteagudo, Adrián (Universitat Politècnica de València, 2022-11-30)

[ES] El objetivo último del trabajo es realizar un análisis paramétrico del comportamiento estructural de las pantallas de rigidización de edificios modulares prefabricados. Para ello, se resuelve primeramente un caso ...
Estudio paramétrico del comportamiento estructural de muros prefabricados de hormigón.

Rodríguez Ferrando, Anna (Universitat Politècnica de València, 2024-10-21)

[ES] El problema planteado es el de diseñar muros prefabricados de diferentes dimensiones y tipologías para dar una respuesta competitiva a las necesidades de las obras en las que se deban ejecutar muros. Se tendrá en ...
Experimental analysis of the shear resistance of precast concrete T-beams with a top cast-in-place slab

Rueda-García, Lisbel; Bonet Senach, José Luís; Miguel Sosa, Pedro; Fernández Prada, Miguel Ángel (Elsevier, 2023-09-15)

[EN] Precast concrete T-beams with a cast-in-place slab on top are structural elements that are often employed in composite construction. Despite their widespread use, some aspects of their structural behaviour upon shear ...
Experimental analysis of the shear strength of composite concrete beams without web reinforcement

Rueda-García, Lisbel; Bonet Senach, José Luís; Miguel Sosa, Pedro; Fernández Prada, Miguel Ángel (Elsevier, 2021-02-15)

[EN] Composite concrete members without web reinforcement are often used in precast construction. The contribution of the cast-in-place concrete topping slab to vertical shear strength has been traditionally disregarded. ...
Experimental research on high strength concrete slender columns subjected to compression and uniaxial bending with unequal eccentricities at the ends

Leite, L.; Bonet Senach, José Luís; Pallarés Rubio, Luis; Miguel Sosa, Pedro; Fernández Prada, Miguel Ángel (Elsevier, 2013-03)

This paper presents an experimental research on 32 columns tested with unequal eccentricities at the ends. The purpose of this research is twofold: first, the contribution to the knowledge of these components and second, ...
Experimental study of shear strength in continuous reinforced concrete beams with and without shear reinforcement

Monserrat López, Andrea; Miguel Sosa, Pedro; Bonet Senach, José Luís; Fernández Prada, Miguel Ángel (Elsevier, 2020-10-01)

[EN] Shear strength of reinforced concrete beams has been extensively studied by many experimental campaigns conducted on simply supported beams. This situation has led to implement empirical design formulations in codes ...
Experimental study on the shear strength of reinforced concrete composite T-shaped beams with web reinforcement

Rueda-García, Lisbel; Bonet Senach, José Luís; Miguel Sosa, Pedro; Fernández Prada, Miguel Ángel (Elsevier, 2022-03-15)

[EN] The current increasing use of precast concrete elements and cast-in-place concrete slabs, namely concrete composite elements, in construction requires a better understanding of their behaviour in shear. In this work, ...
Experimental test results of passive reinforcement anchorage in compression-compression-tension nodes

Castro-Bugallo, M Carmen; Miguel Sosa, Pedro; Fernández Prada, Miguel Ángel; Martí Vargas, José Rocío (CEB-FIP, 2006-06-04)

[EN] An important factor in the design of concrete structures is the accurate estimation of the anchorage length, because it can determine the geometrical dimensions of structural elements such as corbels, ledegd ends and ...
Identificación de dificultades de aprendizaje en el diseño de estructuras de hormigón

Navarro Gregori, Juan; Fernández Prada, Miguel Ángel; Cortés Moreno, Eduardo; Gisbert Doménech, Carlos Miguel (Editorial Universitat Politècnica de València, 2023-10-06)

[EN] A study is presented to identify the main learning difficulties that undergraduate students of the Civil Engineering Degree at Universitat Politècnica de València (UPV) are experiencing in the course of design of ...