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Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads

ALBERO GABARDA, VICENTE; Ibáñez Usach, Carmen; Piquer, A.; Hernández-Figueirido, D. (Elsevier, 2021-01)

[EN] In this paper an experimental program on concrete-filled steel tubular columns subjected to eccentric loads is presented. The columns have different cross-sectional configurations, including single concrete-filled ...
Influence of Ultra-high Strength Concrete on Circular Concrete-filled Dual Steel Columns

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. ...
Slender double-tube ultra-high strength concrete-filled tubular columns under ambient temperature and fire

Romero, Manuel L.; Espinós Capilla, Ana; Portoles Flaj, José Manuel; Hospitaler Pérez, Antonio; Ibáñez Usach, Carmen (Elsevier, 2015-09-15)

This paper presents the results of an experimental campaign where both the room temperature and the fire resistance of six double-tube concrete filled steel tubular slender columns with different combinations of concrete ...
Ultra-high Strength Concrete on Eccentrically Loaded Slender Circular Concrete-filled Dual Steel Columns

Ibáñez Usach, Carmen; Romero, Manuel L.; Espinós Capilla, Ana; Portolés, José M.; Albero Gabarda, Vicente (Elsevier, 2017)

[EN] This paper presents an experimental study which was undertaken to investigate the effect of ultra-high strength concrete (UHSC) on the mechanical response of concrete-filled dual steel tubular columns (CFDST) subjected ...

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