Ultimate tilt-bearing capcity of bolted connections in cold-reduced steel sheets

Demands on reduced beam section connections with out-of-plane skew

Response of steel reduced beam section connections exposed to fire

Design of composite beams with a reduced level of shear connection

Smart feedback reduces road freight risks

Study of steel moment connection with and without reduced beam section

Net section tension capacity of cold-reduced sheet steel angle braces bolted at one leg

Tension capacity of staggered bolted connections in cold-reduced steel sheets

Block shear capacity of bolted connections in cold-reduced steel sheets