Torres Castells, Alejandro(Universitat Politècnica de València, 2023-09-29)
[ES] El objetivo principal de este Trabajo Fin de Máster es el diseño y cálculo de la estructura portante de
un aparcamiento abierto de una planta destinado al estacionamiento de vehículos en altura. La
estructura portante ...
Llavador García, Javier(Universitat Politècnica de València, 2023-07-27)
[ES] El objetivo del presente Trabajo Final de Grado en Ingeniería en Tecnologías Industriales
es el diseño y cálculo estructural de un tramo de 75 metros de longitud de una montaña rusa,
situada en un parque de atracciones ...
Andrés Moya, Andrés(Universitat Politècnica de València, 2021-07-29)
[ES] El presente proyecto se basa en la modificación a fibra de carbono de la suspensión del vehículo
monoplaza del equipo de Formula Student de la Universitat Politècnica de València, actualmente
fabricada en acero. ...
[EN] In recent years, innovative solutions have been developed with the purpose of increasing
both the load-bearing capacity and fire resistance of concrete-filled steel tubular (CFST) columns.
One of these solutions are ...
Hoyo Cantó, Adrián del(Universitat Politècnica de València, 2020-10-20)
[ES] El objetivo principal de esta tesina de máster es el de estudiar el comportamiento de una viga híbrida al
realizarle una perforación.
Para mejor comprender este comportamiento, una presentación de la viga híbrida ...
Pons Aliaga, David(Universitat Politècnica de València, 2016-04-05)
[EN] Concrete-filled steel tubular columns composed of double-tube sections are a recent development. This type of sections are the result of applying a technique used in the construction of immersed tunnels, by forming a ...
While the fire behaviour of concrete-filled steel tubular (CFST) columns with circular and square cross-section has been well established based on experimental programs and numerical investigations, the information about ...
Espinós Capilla, Ana; Romero García, Manuel Luis(Editorial Universitat Politècnica de València, 2013)
Esta publicación es un compendio de los resultados presentados por los distintos partners del Proyecto Europeo FRISCC en el Workshop. Numerical Modelling of the fire resistance of concrete-filled tubular columns, e intenta ...
This paper describes sixteen fire tests conducted on slender circular hollow section columns filled with normal and high strength concrete, subjected to concentric axial loads. The test parameters were the nominal strength ...
This paper describes sixteen fire tests conducted on slender circular hollow section columns filled with normal and high strength concrete, subjected to concentric axial loads. The test parameters were the nominal strength ...
In this work, a non-linear three-dimensional finite element model is presented in order to study the behaviour of axially loaded concrete filled elliptical hollow section (CFEHS) columns exposed to fire. This study builds ...
Espinós Capilla, Ana; Romero, Manuel L.; Hospitaler Pérez, Antonio(Elsevier, 2013-11)
A method for calculating the design axial buckling load in the fire situation of unreinforced axially loaded concrete filled circular hollow section columns was presented by the authors in a previous paper [1]. In the ...
Ibáñez Usach, Carmen; Aguado, Jose V.; Romero, Manuel L.; Espinós Capilla, Ana; Hospitaler Pérez, Antonio(Elsevier, 2015-11-01)
In this work, a method for a realistic cross-sectional temperature prediction and a simplified fire design method for circular concrete filled tubular columns under axial load are presented. The generalized lack of simple ...
[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 ...
Espinós Capilla, Ana; Romero, Manuel L.; Lam, Dennis(Elsevier, 2016-09)
This paper presents the results of a numerical investigation on strategies for enhancing the fire behaviour of concrete-filled steel tubular (CFST) columns by using inner steel profiles such as circular hollow sections ...
Espinós Capilla, Ana; Hospitaler Pérez, Antonio; Romero, Manuel L.(Czech Technical University in Prague - Central Library, 2009)
[EN] In recent years, concrete filled tubular (CFT) columns have become popular among designers and structural engineers, due to a series of
highly appreciated advantages: high load-bearing capacity, high seismic resistance, ...
Lapuebla Ferri, Andrés; Espinós Capilla, Ana; Jimenez Mocholi, Antonio José(Universitat Politècnica de València, 2019-06-26)
El Círculo de Mohr, método desarrollado por el ingeniero alemán Charles Otto Mohr a finales del siglo XIX, constituye una herramienta de gran interés para la resolución de problemas en el ámbito de la Resistencia de ...
Aguado López, José Vicente; Espinós Capilla, Ana; Hospitaler Pérez, Antonio; Ortega, J.; Romero, Manuel L.(Elsevier, 2012-10)
[EN] This paper describes standard scale fire tests conducted on four precast prestressed hollow core slabs configurations under flexure. The influence of the reinforcement arrangement was investigated using two test ...
Romero, Manuel L.; Ibáñez Usach, Carmen; Espinós Capilla, Ana; Portolés, José M.; Hospitaler Pérez, Antonio(Elsevier, 2017)
[EN] This paper presents the results of an experimental program where the load-bearing capacity at room temperature of 14 slender circular concrete-filled dual steel tubular (CFDST) columns under axial load was analysed. ...
[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 ...