Rio bridge opens ... triumph for British fabricators

Analysis of the possible failure modes in CHS bolted sleeve connections

Beam to concrete-filled rectangular hollow section column joints using long bolts

Compressive behavior of innovative hollow long fabricated columns utilizing high strength and ultra-

Influence of tensile chord stresses on the strength of CHS X-joints – Experimental and numerical i

Effects of truss behavior on critical temperatures of welded steel tubular truss members exposed to

Structural design of the roof structure for the SwissTech convention center in Lausanne

Design of hollow section joints using the component method

Where tubular structures fail – examples from one engineer’s experience

Time-dependent response of three-hinged CFST arches [concrete-filled steel tubular]