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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 ...
Fire behaviour of concrete filled elliptical steel columns

Espinós Capilla, Ana; Gardner, Leroy; Romero, Manuel L.; Hospitaler Pérez, Antonio (Elsevier, 2011-02)

In this work, a non-linear three-dimensional finite element model is presented in order to study the behaviour of axially loaded concrete filled elliptical hollow section (CFEHS) columns exposed to fire. This study builds ...
Numerical analysis of the fire resistance of circular and elliptical slender concrete filled tubular columns

Espinós Capilla, Ana (Editorial Universitat Politècnica de València, 2012-10-26)

El empleo de pilares tubulares de acero rellenos de honnigón (CFT) ha crecido en las últimas décadas, debido a su excelente comportamiento estructural, que aprovecha el efecto combinado del acero y honnigón trabajando ...

Mostrando ítems 1-3 de 3