The specifications of AISC 360 and Eurocode 4 for the design of composite columns limit the
maximum steel tube yield stress and concrete compressive strength. In this study, the …

This paper describes an innovative bridge column technology for application in seismic
regions. The proposed technology combines a precast posttensioned composite steel …

The use of concrete-filled double skin tubular (CFDST) cross-sections for compression
members has become increasingly popular in construction. A recently proposed innovative …

Rectangular concrete-filled steel tube (CFT) members are categorized as compact,
noncompact or slender depending on the slenderness ratio (width-to-thickness b/t ratio) of …

This study presents an innovative bridge column technology for application in seismic
regions. The proposed technology combines a precast, post-tensioned, composite steel …

This paper reviews the experimental research on beam-to-column connections for
composite special moment frames (C-SMFs) and presents an experimental database …

The AISC 360-10 Specification categorizes circular concrete filled steel tube (CFT) members
as compact, noncompact or slender depending on the slenderness ratio (diameter-to …

A finite element (FE) investigation into the compressive behaviour of concrete-filled double
skin tubular (CFDST) cross-sections with lean duplex and ferritic stainless steel outer tubes …

A comprehensive experimental investigation into the axial compressive response of
concrete-filled double skin tubular (CFDST) sections with stainless steel square and …

Concrete-filled steel tube (CFT) beam-columns are categorized as compact, noncompact, or
slender depending on the governing slenderness ratio (width-to-thickness b/t or D/t ratio, λ) …