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Listar por autor "Hospitaler Pérez, Antonio"

Mostrando ítems 1-20 de 203

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A 3D finite element model for predicting the fire behavior of hollow-core slabs

Aguado, J.V.; Albero Gabarda, Vicente; Espinós Capilla, Ana; Hospitaler Pérez, Antonio; Romero, Manuel L. (Elsevier, 2015-12-09)

Servicios adicionales en SFX(opens in a new window)|View at Publisher| Export | Download | Add to List | More... Engineering Structures Volume 108, February 01, 2016, Pages 12-27 A 3D finite element model for ...
A methodology for the calculation of the foundation of a rotary machine supporting dynamic loads including the transient starting

Terradez Marco, Juan Luis; Hospitaler Pérez, Antonio (Universidad Politecnica de Madrid - University Library, 2020)

[EN] Often engineers solve problems in relationship with structures and foundations from the point of view of structural statics. Nothing so far of the reality when finally, on the structure or the foundation, is installed ...
A new methodology using beam elements for the analysis of steel frames subjected to non-uniform temperatures due to fires

Pallares-Muñoz, Myriam R.; Paya-Zaforteza, Ignacio; Hospitaler Pérez, Antonio (Elsevier, 2021-06)

[EN] Non-uniform heating in structures under fire involves the appearance of 3D-phenomena and typically requires the use of complex models built with finite elements shell or solid. Although different procedures have been ...
A parametric study of optimum road frame bridges by threshold acceptance

Perea de Dios, Cristian; Yepes, V.; Alcalá González, Julián; Hospitaler Pérez, Antonio; González Vidosa, Fernando; PEREA DE (NISCAIR, 2010)

[EN] This paper examines the economic optimization of reinforced concrete road frame bridges by threshold acceptance. The formulation of the problem includes 50 discrete variables: three geometrical ones, three types of ...
A parametric study of optimum tall piers for railway bridge viaducts

Martínez Martín, Francisco Joaquín; González Vidosa, Fernando; Hospitaler Pérez, Antonio; Yepes, V. (TECHNO-PRESS, 2013-03)

[EN] This paper presents a parametric study of reinforced concrete bridge tall piers with hollow, rectangular sections. Such piers are typically used in railway construction of prestressed concrete viaducts.Twenty one ...
Additional fire exposure time for the effect of spalling in reinforced concrete columns

Peña, D. L.; Ibáñez, Carmen; ALBERO GABARDA, VICENTE; Hospitaler Pérez, Antonio (Springer-Verlag, 2023-04-21)

[EN] Concrete exposed to fire can experience spalling when the pore pressure increases due to water evaporation resulting in damage to part of the concrete cross-section which causes the loss of the initial cross-sectional ...
Advanced materials for concrete-filled tubular columns and connections

Espinós Capilla, Ana; Romero García, Manuel Luis; Hospitaler Pérez, Antonio; Pascual Pastor, Ana María; Albero Gabarda, Vicente (Elsevier, 2015)

[EN] The advantages of concrete-filled steel tubular (CFST) columns are well known at room and elevated temperatures, however, beyond a certain slenderness their load-bearing capacity starts to decrease. Besides, blind-bolts ...
Advanced model for predicting the fire response of concrete filled tubular columns

Espinós Capilla, Ana; Romero, Manuel L.; Hospitaler Pérez, Antonio (Elsevier, 2010-08)

In this work, a nonlinear finite element three-dimensional model is presented and validated in order to study the behaviour of axially loaded concrete filled tubular (CFT) columns with circular cross-section exposed to ...
Algoritmos híbridos para la resolución del F.L.P. (Facility Layout Problem) basados en colonias de hormigas

Jaén Gómez, Pedro Ildefonso (Universitat Politècnica de València, 2016-01-07)

[EN] The Facilities Layout Problem in a industrial plant (FLP) pursues the good ordenation of the integrating elements (that in this work they will call themselves facilities, understan-ding those elements of the production ...
Ambient and fire behavior of eccentrically loaded elliptical slender concrete-filled tubular columns

Espinós Capilla, Ana; Romero, Manuel L.; Portolés Flag, Jose Manuel; Hospitaler Pérez, Antonio (Elsevier, 2014-09)

This paper presents the results of an experimental program carried out on slender elliptical hollow section columns filled with concrete. Given the reduced number of experimental results found in the literature on concrete ...
Analysis of a bridge failure due to fire using computational fluid dynamics and finite element models

Alós Moya, José; Paya-Zaforteza, Ignacio; Garlock, Maria E.M.; Loma-Ossorio, Eduardo; Schiffner, Daniel; Hospitaler Pérez, Antonio (Elsevier, 2014)

Bridge fires are a major concern because of the consequences that these kind of events have and because they are a real threat. However, bridge fire response is under researched and not covered in the codes. This paper ...
Analysis of the fire resistance of timber jack arch flooring systems used in historical buildings

Garcia-Castillo, Ester; Paya-Zaforteza, Ignacio; Hospitaler Pérez, Antonio (Elsevier, 2021-09-15)

[EN] Conservation of built heritage, at present, is a major task and a great challenge because it requires adapting the performance of existing buildings to current code requirements, when very often these were built before ...
Analysis of the fire resistance of traditional timber flooring systems in historic buildings

García Castillo, Ester (Universitat Politècnica de València, 2025-07-30)

[ES] Los edificios históricos tienen un gran valor arquitectónico y cultural y son un bien muy preciado de nuestra civilización. Por ello, no es de extrañar que se hagan grandes esfuerzos para conservarlos. Sin embargo, a ...
Analysis of the influence of geometric, modeling and environmental parameters on the fire response of steel bridges subjected to realistic fire scenarios

Peris-Sayol, Guillem; Paya-Zaforteza, Ignacio; Alós Moya, José; Hospitaler Pérez, Antonio (Elsevier, 2015-06)

This paper studies bridge fires by using numerical models to analyze the response of a typical girder bridge to tanker truck fires. It explains the influence of fire position, bridge configuration (vertical clearance, ...
Análisis de la respuesta frente al fuego de puentes mixtos multijácena

Alós Moya, José (Universitat Politècnica de València, 2019-12-21)

[ES] El diseño de puentes, a diferencia de lo que ocurre con el diseño de edificios o con el diseño de túneles ha dejado de lado la consideración de la acción del fuego hasta la fecha. Este vacío normativo, combinado con ...
Análisis del cumplimiento del RSCIEI (RD 2267/2004) en una empresa dedicada a actividades de impresión aplicando métodos prestacionales para la verificación del cumplimiento de las condiciones de seguridad mediante simulación de incendios empleando CFAST

Martínez Olmos, Josep (Universitat Politècnica de València, 2024-10-10)

[ES] El presente trabajo tiene como objetivo aplicar el Real Decreto 2267/2004, que establece el Reglamento de seguridad contra incendios en los establecimientos industriales, a una empresa especializada en actividades de ...
Análisis estático no lineal (pushover) de estructura aporticada de hormigón armado con diferentes grados de ductilidad. Aplicando la Norma Sismorresistente Colombiana 2010 (NSR-10)

González Torres, Camilo Andrés (Universitat Politècnica de València, 2018-04-12)

El presente trabajo final de máster consiste en el análisis de la importancia de la ductilidad en el diseño estructural sísmico de un proyecto típico de estructuras con un sistema de pórticos en hormigón armado, tomando ...
Análisis experimental de la resistencia al fuego de pilares tubulares circulares de acero esbeltos rellenos de hormigón

MOLINER BESALDUCH, VICENTE (Editorial Universitat Politècnica de València, 2014-02-04)

En los últimos tiempos, el empleo de perfiles tubulares de acero rellenos de hormigón ha experimentado un notable incremento debido a su buen comportamiento, por una parte, estructural, al combinar el efecto del hormigón ...
Análisis experimental del comportamiento de losas alveolares en situación de incendio. Influencia de la utilización de diferentes combinaciones de alambres y cordones de pretensar, para similares cuantías mecánicas

Ortega Latorre, Javier (Universitat Politècnica de València, 2015-07-27)

[EN] This Master's Thesis aims to address the behaviors of hollow core precast concrete made with different reinforcement arrangement, although similar mechanical level and ultimate bending moment at room temperature, ...
Anteproyecto de una planta de valorización energética de biomasa mediante gasificación

Centelles Chuliá, Vicente (Universitat Politècnica de València, 2015-05-12)

[ES] Estudio del proceso. Balance de masas y energía. Determinación de caudales de fluidos y predimensionado de ventiladores y bombas. Determinación de maquinas, accesorios y elementos de control. Estudio de la ...