Semi-continuous beam-t0-column joints at the Millennium Tower in Vienna, Austria

Design of single-span beams for SLS and ULS using semi-continuous beam-to-column joints. Part 2: com

An analytical method for the design of steel frames with semi-continuous connections

Modelling of unpropped semi-continuous composite beams

Practical design guidelines for semi-continuous composite braced frames

Site monitoring and computational analysis of semi-continuous composite steel frame structure

Inelastic lateral buckling of semi-continuous steel frame structures

Design of semi-continuous braced frames

Design of semi-continuous composite frames

Joint stiffness and the elastic critical load factor