Loss of interaction in short-span composite beams and plates

Nothing is lost, nothing is created, everything is reused: structural design for a circular economy

Evaluation of friction strength loss in endplate moment connections with skewed beam

Evaluation of friction strength loss in endplate moment connections with skewed beam

Lessons emerge from Cyclone Debbie aftermath

Analysis of the possible failure modes in CHS bolted sleeve connections

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

Learning the lessons of collapse

Modelling of I-shaped beam-to-tubular column connection subjected to post-fire conditions

Reaching up to the angels in LA. Wilshire Grand Center, Los Angeles USA