Pereiro-Barceló, Javier; Bonet Senach, José Luís; Rueda-García, Lisbel; Albiol Ibáñez, José Ramón(Elsevier, 2022-02-01)
[EN] Earthquakes are catastrophic natural events with a special impact on reinforced concrete structures due to the horizontal loads that they introduce into structures. To adequately resist an earthquake, a precast structure ...
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 ...
Requena Pérez, Rubén(Universitat Politècnica de València, 2016-10-26)
[ES] El objetivo de este Trabajo Fin de Grado es la de caracterizar una estructura híbrida de hormigón de ultra altas prestaciones (UHPC) y barras de polímero reforzado con fibra de vidrio (GFRP), para después estudiar ...
Olmos Gil, Sergio(Universitat Politècnica de València, 2017-01-09)
[ES] Este trabajo final de grado consiste en realizar un estudio del cortante en vigas de gran canto. Para ello se han realizado cuatro vigas de gran canto, cada una de ellas realizadas con diferentes dosificaciones. En ...
Rueda García, Lisbel(Universitat Politècnica de València, 2014-07-14)
[EN] This theoretical and experimental study of a real element of reinforced concrete fits properly to the objectives for a degree final project. The design itself represents an application of skills associated with the ...
Ciurana Tatay, Álvaro(Universitat Politècnica de València, 2014-07-16)
[EN] This theoretical and experimental study of a real element of reinforced concrete fits properly to the objectives for a degree final project. The design itself represents an application of skills associated with the ...
Martínez Jaén, Begoña(Universitat Politècnica de València, 2014-07-17)
[EN] The reinforced concrete structures constitute a classic typology. They are composed of different materials that work together to as a whole to support the loads which they are submitted, and present a satisfactory ...
Cabañero Escudero, Beatriz(Universitat Politècnica de València, 2014-07-16)
[EN] The reinforced concrete structures constitute a classic typology. They are composed of different materials that work together to as a whole to support the loads which they are submitted, and present a satisfactory ...
Pereiro-Barceló, Javier; Bonet Senach, José Luís; Goméz-Portillo, Salvador; Castro-Bugallo, M Carmen(Elsevier, 2018)
[EN] This article presents an experimental study on the behavior of high performance concrete (HPC) and very high performance concrete (VHPC) concrete columns with Nickel-Titanium (Ni-Ti) shape memory alloy (SMA) reinforcements ...
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 ...
Bonet Senach, José Luís; Romero, Manuel L.; Miguel Sosa, Pedro(Elsevier, 2011-03)
Most of the design codes (ACI-318-2008 and Euro Code-2-2004) propose the moment magnifier method in order to take into account the second order effect to design slender reinforced concrete columns. The accuracy of this ...
Martí Vargas, José Rocío; Serna Ros, Pedro; Navarro Gregori, Juan; Bonet Senach, José Luís(Elsevier, 2012)
The bond behaviour of prestressing strands in precast pretensioned concrete members, and its transmission length, depends on several factors. However, no consensus exists on the main parameters to be considered in the ...
López López, Andrés Tomás(Universitat Politècnica de València, 2013-03-05)
[ES] El presente trabajo constituye una revisión bibliográfica de los modelos
numéricos de mayor relevancia disponibles actualmente para llevar a cabo una
modelización y simulación de estructuras de hormigón armado frente ...
Pardo García, Nuria(Universitat Politècnica de València, 2017-10-24)
[EN] This final project is proposed as a professional work commissioned by the Universitat Politècnica de València, whose main target is to study the cracking found in the Instituto de Ciencia y Tecnología del Hormigón. ...
Rueda García, Lisbel(Universitat Politècnica de València, 2017-10-19)
[EN] Research in seismic engineering have a very high importance due to the social and economic interest they arouse. The development of new construction materials or the use of existing ones applied to structural engineering ...
Ciurana Tatay, Álvaro(Universitat Politècnica de València, 2017-10-18)
[EN] Research in seismic engineering have a very high importance due to the social and economic interest they arouse. The development of new construction materials or the use of existing ones applied to structural engineering ...
Monserrat López, Andrea(Universitat Politècnica de València, 2017-02-15)
[ES] El TFM Estudio del comportamiento a cortante de las vigas continuas pretensadas. Diseño y metodología del ensayo adecuado. se enmarca dentro del desarrollo de la tesis doctoral Evaluación experimental de la influencia ...
Caballero Morrison, Karen Elena(Universitat Politècnica de València, 2012-01-19)
En este trabajo trata sobre el estudio de la ductilidad en ensayos experimentales con soportes
sometidos a una fuerza axial y carga lateral cíclica. Adicional se estudia el aporte que realizan las
fibras metálicas que ...
Hernández Figueirido, David(Editorial Universitat Politècnica de València, 2012-02-17)
El empleo de estructuras mixtas de acero-hormigón ha experimentado un aumento creciente en las últimas décadas, dado qu permiten un mejor aprovechamiento de las características de los materiales empleados, en comparación ...
BARRERA PUERTO, ANGELA(Universitat Politècnica de València, 2012-09-10)
La capacidad de deformación en soportes de hormigón armado es de particular interés, ya que es en estos elementos donde se localiza originalmente el comportamiento inelástico de un sistema estructural sismorresistente. En ...