Buscar en RiuNet

Listar

Mostrando ítems 1-3 de 3

Analysis of concrete-filled steel tubular columns after fire exposure

Ibáñez, Carmen; Bisby, Luke; Rush, David; Romero, Manuel L.; Hospitaler, Antonio (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] Concrete filled steel tubular (CFST) columns have a high probability to resist high temperatures compared to steel structures, whose evaluation after a fire is limited by the resulting deformation. A better understanding ...
Fire resistance of axially loaded slender concrete filled steel tubular columns. Development of a Three-dimensional numerical model and comparison with eurocode 4

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, ...
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 ...

Mostrando ítems 1-3 de 3