In steel buildings, circular hollow sections (CHS) present several advantages such as uniform behaviour in all directions, the possibility of obtaining composite behaviour by concrete infill, hence high strength, stability and good fire resistance. Moreover, their aesthetic appeal has great potential for influencing the choice of the decision makers (architect, building owner). However, CHS profiles are not widely adopted in current practice due to the complexity and high cost of their joint details. Their joints are manufactured with a vast amount of welds and local stiffeners, which results in high fabrication costs and energy consumption, and low structural reliability under extreme loads. As a possible remedy to the complex hollow secti...