Recursos de colección

RiuNet. Repositorio institucional de la Universitat de Valencia (99.709 recursos)

RiuNet es el Repositorio Institucional de la Universitat Politècnica de València, gestionado por la Biblioteca, cuyo objetivo es ofrecer acceso en Internet a la producción científica, académica y corporativa de la comunidad universitaria con la finalidad de aumentar su visibilidad y hacerla accesible y preservable.

Mostrando recursos 1 - 20 de 56

  1. Diseño de un protocolo para la definición LOD en HBIM aplicado a la Capilla de Santa Bárbara de San Juan del hospital en la ciudad de Valencia.

    MOGENA SÁNCHEZ, ROBERTO
    [EN] Nowadays, Building Information Modeling (BIM) is one of the most important and astounding methodologies in the civil engineering and architecture sector. The use of BIM achieves excellent results in the design process and it offers applicable information and project management possibilities during the whole edification life cycle. The use of BIM in heritage building (HBIM) has progressively increased in the last five years. HBIM enables new applications in heritage buildings' management allowing high efficiency in the heritage structure conservation by capturing modifications on the structure as well as on the different levels of development (LOD). This allows new strategies in...

  2. Stability study of a warehouse with integrated overhead travelling bridge crane (Ghent, Belgium)

    VANDERMERSCH, ARNAUD
    [EN] Full calculation of a warehouse with and overhead travelling bridge for the Schollaert company in Ghent. Schollaert is a moving company that is building a new site since the beginning of April 2017

  3. Aplicación de la tecnología BIM al proyecto de un hangar metálico en el aeródromo de El Rebollar, en el T.M. de Requena (Valencia)

    PÉREZ GRIÑÁN, SERGIO
    [EN] The work consists in the design and calculation of a metallic hangar at the El Rebollar aerodrome, belonging to the municipality of Requena located in the province of Valencia. The structure, which is detailed in the annexes attached to this document, consists of five metal arches in Warren latticework, which are complemented by a series of belts and braces in front of horizontal actions. The plan dimensions of the same are 42x28 meters and the constructive need thereof is due to the current demand for storage space for aircraft due to the increase of customers in the sector

  4. Estudios para la redacción del Proyecto Básico de la variante de la carretera CV-35 a su paso por el municipio de Chelva (provincia de Valencia). Alternativa Norte. Diseño de los nudos

    ANGLÉS SANCHO, RAÜL
    [EN] This Final Degree Project comprises the part relating to the annex "Design of the nodes", of a multidisciplinary Final Degre Project entitled "Studies for the writing of the basic project of the bypass of the CV-35 road near Chelva (province of Valencia). Alternative North", being these the studies for one of the three alternatives (North, Central and South alternatives) in which the Final Project of General Degree was divided. The attached annex deals with the design procedure of the two nodes that will link the existing road with the new road, to the east and west of Chelva. It...

  5. Concurso para el Proyecto de estructura de nave industrial sin uso específico en el Polígono Industrial Carretera de Albalat, Alzira (Valencia). Nave de estructura metálica.

    FERNÁNDEZ BUIGUES, DAVID
    [ES] Cálculo de una nave industrial de estructura metálica en Alzira. Pórticos de 15 metros. Tejado a dos aguas. Sin uso específico

  6. Diseño estructural de torres basado en el criterio de resistencia por forma aplicado al diseño del tótem de la estación de Metepec del Tren Interurbano Ciudad de México - Toluca (México)

    FERRI MATEU, SANTIAGO
    [EN] The Master Degree Thesis consists in the design of one structures type tower applying the criterion of design of resistance by form, whereby obtains the geometrical form that it has to have the tower to optimise the global structural behaviour of the same augmenting the efficiency of the structure regarding resistance and deformation and was, to his time, of application in the design of towers of big height. For this, first, revise the geometrical forms and structural typologies of other towers and cases of application already built. With this, chooses the structural system of framework three-dimensional beams and pose different...

  7. Proyecto básico red de distribución de agua potable en urbanización Xeresa del Monte, Village & Resort , en término municipal de Xeresa, Valencia.

    FERRER MIGUEL, VIRGINIA
    [ES] El proyecto consiste en el diseño de una red de abastecimiento de agua potable en una urbanización con una orografía del terreno de forma escarpada. Estudio de diferentes soluciones de las cuales se propone una a partir de los cálculos hidráulicos y mecánicos realizados. Se diseña también un depósito de cabecera, que dispondrá de los volúmenes de regulación y reserva necesarios para satisfacer las demandas solicitadas.

  8. Proyecto básico de depósito de agua potable de 5000 m3 en el Parque de Cabecera, Valencia

    LÓPEZ ROBLES, ÁLVARO
    [ES] El trabajo que nos ocupa, Proyecto básico Depósito de agua potable de 5000m3 en el Parque de Cabecera, (Valencia) consiste en un proyecto inicial que sirva de acercamiento para el desarrollo de un depósito de agua potable en esa localización. Se tratan someramente los puntos o apartados básicos de un proyecto de construccion, como el estudio geológico y geotecnico de la zona, la cimentación más adecuada, la estructura acorde con esa cimentación, un presupuesto de las partidas más importantes y una programación de obras. Todo esto nos permite tener una visión bastante cercana de la realidad del proyecto y...

  9. Proyecto básico de pabellón polideportivo en Beniparrell (Valencia)

    SALVADOR PRIETO, JOSÉ MANUEL
    [ES] En el presente proyecto básico se describe el diseño y calculo de un pabellón deportivo en el municipio de Beniparrell (Valencia). Este pabellón deportivo se construye para cubrir las carencias actuales del polideportivo municipal, en el que no existen instalaciones para la práctica de deportes como balonmano, baloncesto o fútbol sala, entre otro, tal y como indica la normativa de las federaciones de cada deporte. La construcción del pabellón se realizara en la superficie que actualmente ocupa la pista exterior de fútbol sala y parte de la superficie ocupada por el gimnasio, actualmente en desuso. La estructura del pabellón...

  10. Anteproyecto para la mejora de la seguridad vial en la intersección de la carretera de acceso a Jacarilla con la CV-95, en el P.K. 9+650, en los términos municipales de Jacarilla y Orihuela (Alicante)

    ORDAZ NAVARRO, JOSÉ DANIEL
    [EN] The purpose of this final degree project is to define all the necessary works for the improvement of road safety at the intersection of the access road to Jacarilla with the conventional highway CV-95, at P.K. 9 + 650, located between the municipalities of Jacarilla and Orihuela (province of Alicante). The problematic that justifies the action is the high dangerousness that presents the current intersection in T due to the existence of left turns, the lack of crossing visibility and the high Average daily intensity and speed of movement on the CV-95 road. In the first place, the current situation of...

  11. Tablero de paso superior sobre autovía. Aplicación a V-21 Intersección Camí Travessada de la Tanca en el Puig (Valencia)

    LOZANO PRADO, RAFAEL
    [EN] It is the construction of a mixed board of two bays of 40 meters and 14 meters wide. The bridge has a road of 9 meters and on the sides a bike path and another pedestrian. It is solved with a metal box 8 meters wide. A study is made of the alternatives, equipment, traffic, structure, calculations of work units and budget.

  12. Proyecto Básico de depósito de retención y laminación en la plaza Conde de Lumiares para el colector unitario de la Av. Hermanos Machado en Valencia.

    SAVARESE, FEDERICO
    [EN] El proyecto consiste en el dimensionamiento de un tanque de retención y laminación de aguas pluviales en el barrio de Torrefiel (valencia). En este documento se realiza una serie de estudios previos: estudio topográfico, estudio geológico y geotécnico y estudio de soluciones donde se plantean tres alternativas y cuya solución escogida consiste en la definición de un depósito rectangular de laminación y retención y de una cámara estanca donde se sitúan los equipos de bombeo y las instalaciones de control del tanque. Finalmente se procede al predimensionamiento y diseño de la estructura utilizando la herramienta informática Cypecad y comprobando...

  13. Estudio de soluciones del sistema estructural de una torre ubicada en el Paseo de la Castellana de Madrid.

    BLASCO DE LA LAMA, VICENTE
    [EN] The aim of this master's thesis is to carry out a study of solutions of the PwC tower (Madrid) using different structural systems proposed to analyze the structural behavior and finally to make the choice of the structural system that is the most optimal. The total height of the building is 236 meters and the height of the floor is set a 4 meters. The behavior of the rigid systems in the face of horizontal actions is defined in the memory to fix the rigidization systems chosen, also explains the effect of the horizontal actions on the structure mainly...

  14. Análisis de la estabilidad al deslizamiento de presas de hormigón mediante modelos numéricos de cálculo avanzados. Aplicación a una presa en la provincia de Sevilla.

    CERVERA MIQUEL, DANIEL
    [EN] Risk analysis applied to dam safety consist in a set of methodologies that requires to estimate the probability of the solicitation events as well as the conditional probability of the dam-reservoir system response due to a given event solicitation, as well as estimating the consequences due to the fault. This work focuses on the study both the safety margins of a gravity concrete dam and the conditional failure probabilities of the dam-reservoir system under a given set of solicitation events. These probabilities have been subject since the beginning of risk analysis to discussion by the dam engineers, so this paper tries...

  15. Estudio del rebajamiento del nivel freático para la construcción del túnel de la Avenida Gambetta en Lima (Perú).

    PARDO GÓMEZ, GONZALO
    [EN] The growing need to provide a better service to the city of Lima creates the obligation to expand its airport. Currently, the tunnel belonging to the expansion project is being implemented. In this work, we propose to analyze the design of the groundwater level reduction system for the construction of the same tunnel, maintaining the other conditions but changing the construction typology by using cut-off walls. With this flow barrier, it is intended to reduce the total flow to be extracted in a permanent regime, optimizing and reducing the number of pumping wells to be executed. After the analysis...

  16. Estudio para la mejora de la explotación de las terminales ferroviarias de mercancías en la provincia de Zaragoza. Estudio de trafico de las terminales tmZ y NRTZ.

    PONCE NUÉVALOS, FRANCISCO ROBERTO
    [EN] Freight transport is constantly growing every year. It does this mainly by using the road as the main means of transport. While it is true that the road is the main terrestrial mode, there is a volume of goods that by nature has the railroad as a means of transport suitable to reach its destination. This is particularly true in the case of Spain, and particularly in the case of Zaragoza, a city located in a strategic place within the peninsula and connected to the main cities that drive the national economy, as well as to the main ports of the...

  17. Análisis de la capacidad resistente del paso superior del Boulevard San Gabriel sobre la carretera interestatal 60 en Montebello, California, Estados Unidos tras el incendio causado por el accidente de un camión cisterna.

    BARBERÁ CARPIO, ALEJANDRO
    [EN] System transportation is composed by a lot of components. From them outline bridges due to their consideration like critical elements that can cause important problems in case of fail or collapse (Chang and Nojima or Zhu et al.) The objective of this study is to determine the structural resistance after a fire below Paramount Boulevard bridge in Montebello, California, USA. For this purpose, it is developed a CFD analysis to model the fire behaviour and gas temperature around the structure. After, a heat transfer analysis will take place in order to get temperatures inside the structural materials such as concrete...

  18. Estudio de uniones de hormigón armado con barras de aleación con memoria de forma reparadas con CFRP y sometidas a carga cíclica. Parte I: Estudio Teórico. Aplicación práctica a un caso real de viaducto en zona de alta sismicidad en México.

    Rueda García, Lisbel
    [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 is one of the paths to be followed for the creation of new structural systems of protection against earthquakes. In this field, a type of structural joint for protection against earthquakes based on the use of shape memory alloys (SMA) has been recently developed at the Universitat Politècnica de València as substitutes for conventional longitudinal steel reinforcement at joints between elements of reinforced concrete. These give...

  19. Estudio de uniones de hormigón armado con barras de aleación con memoria de forma reparadas con CFRP y sometidas a carga cíclica. Parte II: Estudio Experimental. Aplicación práctica a un caso real de viaducto en zona de alta sismicidad en México.

    CIURANA TATAY, ÁLVARO
    [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 is one of the paths to be followed for the creation of new structural systems of protection against earthquakes. In this field, a type of structural joint for protection against earthquakes based on the use of shape memory alloys (SMA) has been recently developed at the Universitat Politècnica de València as substitutes for conventional longitudinal steel reinforcement at joints between elements of reinforced concrete. These give...

  20. Análisis del comportamiento cíclico de soportes híbridos fabricados con hormigón armado y nuevos materiales. Aplicación práctica a un edificio.

    MARTÍNEZ JAÉN, BEGOÑA
    [EN] The conventional seismic design approach used in recent years relies on the ability of structures to dissipate earthquake energy through inelastic deformations in specifically designed regions of the structural system, avoiding at the same time a general loss of stability and integrity of the structure. However, the experience of the last earthquakes shows the formation of plastic hinges located in the column-beam or column-foundation connections. For this reason, a study of columns under constant compression load and cyclic lateral loading is carried out in the present document. To ensure a dissipative and ductile overall behavior, fragile breaks or the formation of...

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