[EN] This paper presents a review on the latest advances in the field of steel-concrete composite
structures exposed to fire, studying the recent research in the area and developments of the design codes.
The paper focuses ...
[EN] In this work a simplified model for evaluating the cross-sectional capacity of RC columns subjected to biaxial bending and fire is presented. In order to build the simplified model, a fiber based numerical model is ...
Espinós Capilla, Ana; Romero, Manuel L.; Hospitaler Pérez, Antonio(Elsevier, 2012-09)
This paper presents a method for calculating the fire resistance of unreinforced axially loaded concrete filled circular hollow section columns, based on the guidelines of Eurocode 4 Part 1.2 for the fire design of composite ...
[EN] Concrete-filled steel tubular (CFST) columns are composite sections that may contribute to reduce the envi-ronmental impact in construction through a more efficient use of resources. By embedding a steel profile inside ...
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 ...