Earthquake response of locally buckled frames

Design principles for wind turbine earthquake and wind load combinations

Buckling-restrained brace with high structural performance

Use of long bolts for beam-to-column-to-concrete-filled rectangular hollow section column joints in

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

Column base connections for hollow steel sections: seismic performance and strength models

Behaviour of stiffened flange cleat joints

On the use of HSS in seismic-resistant structures

Performance-based capacity design of steel plate shear walls. II: Design provisions

Performance-based capacity design of steel plate shear walls. I: Development principles