Experimental behaviour of stiffened concrete-filled thin-walled hollow steel structural (HSS) stub columns

300 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Behaviour of recycled aggregate concrete filled stainless steel stub columns (2013, unknown): “This is owing to the well-known fact that a circular tube is less likely to buckle than a rectangular tube when they have close cross-section slenderness, thus the former can provide better confinement to concrete [17].”
Behaviour of concrete-filled double skin rectangular steel tubular beam–columns (2006, unknown): “The failure mode of the inner RHS behaves differently from that of a empty RHS in compression, where the steel plates buckled alternately in convex and concave surfaces [16].”
The continuous strength method (2008, methodology): “To this end, the general expression of the form given by equation (5) was adopted.”