Long spans really do save

Finite element analysis of buckling behaviour

Dimensional tolerances and length determination of high-strength bolts

Xiqu Centre, Hong Kong: design and construction of a suspended theatre structure

PIC celebrates 50 years [Pacific Industrial Company]

Weld effective lengths for round HSS cross-connections under branch axial load

Numerical study and design recommendations of eccentrically loaded partially encased composite colum

Tension-shear interaction of high-strength bolts during and after fire

Behaviour and modelling of the bearing capacity of shear stud connectors

Portal steel trusses vs. portal steel frames for long-span industrial buildings