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Mostrando ítems 1-9 de 9

A numerical investigation on the fire response of a steel girder bridge

Paya-Zaforteza, I.; Garlock, Maria E.M. (Elsevier, 2012-08)

The response of bridges subject to fire is an under researched topic despite the number of bridge failures caused by fire. Since available data shows that steel girder bridges are especially vulnerable to fire, this paper ...
Behaviour of RC columns strengthened by steel caging under combined bending and axial loads

Garzón Roca, Julio; Adam Martínez, José Miguel; Calderón García, Pedro Antonio (Elsevier, 2011-05)

The steel caging technique is used to strengthen RC columns all over the world, as it has been shown to be effective, economical and easy to apply. Most studies carried out to date on this strengthening technique have ...
Bending Moment Capacity of Stainless Steel-Concrete Composite Beams

Shamass, Rabee; Cashell, Katherine (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] Stainless steel is increasingly popular in construction owing to its corrosion resistance, excellent mechanical and physical properties as well as its aesthetic appearance. The current paper is concerned with the use ...
Desarrollo de un modelo semiempírico para el dimensionado de pilares rectangulares de hormigón armado en situación accidental de incendio

Peña Mansilla, David Leonardo (Universitat Politècnica de València, 2023-02-24)

[ES] El hormigón es un material excelente para usar en proyectos estructurales por varias razones, siendo una de ellas su buen comportamiento en caso de incendio, debido a su incombustibilidad y baja difusividad térmica. ...
Experimental study of high strength concrete-filled circular tubular columns under eccentric loading

Portoles, J.M.; Romero, Manuel L.; Bonet Senach, José Luís; Filippou, F.C. (Elsevier, 2011-04)

The paper describes 37 tests conducted on slender circular tubular columns filled with normal and high strength concrete subjected to eccentric axial load. The test parameters were the nominal strength of concrete (30, 70 ...
Second-order Effects in Steel-Concrete Composite Columns of the Unbraced Frames

Fenollosa Forner, Ernesto Jesús; Cabrera Fausto, Ivan; Alonso Durá, Adolfo; Llopis-Pulido, Veronica (Science Publishing. Tech Reviews Ltd, 2016)

[EN] An unbraced frame is regarded as the one without a bracing system to avoid the horizontal displacement of its nodes. These displacements progressively increase due to their interaction with axial load (second-order ...
Slenderness limit of the weak axis in the design of rectangular reinforced concrete non-sway columns

Cortés Moreno, Eduardo; Bonet Senach, José Luís; Romero, Manuel L.; Miguel Sosa, Pedro (Elsevier, 2011-02-03)

Most design codes (Model Code 90, ACI-318-2008 and Eurocode-2-2004) suggest that the effect of a geometrical imperfection ought to be taken into account in the most unfavorable direction when designing slender reinforced ...
Ultimate capacity of rectangular concrete-filled steel tubular columns under unequal load eccentricities

Hernández Figueirido, David; Romero, Manuel L.; Bonet Senach, José Luís; Montalva Subirats, José Miguel (Elsevier, 2012-01)

The paper describes 36 experimental tests conducted on rectangular and square tubular columns filled with normal and high strength concrete and subjected to a non-constant bending moment distribution with respect to the ...
Validación analítica y numérica de uniones soldadas de acero en pasarelas de embarque de pasajeros de aeropuertos y puertos frente al fallo estático y a fatiga.

Castanedo Gantes, Iago (Universitat Politècnica de València, 2024-11-14)

[ES] En la arquitectura urbana resulta habitual encontrarse estructuras metálicas, espe cialmente de acero. Numerosas infraestructuras como edificios, naves industriales o puen tes están compuestas por barras de acero ...