Behaviour of hollow section connections under seismic loading

Summary

The seismic performance of square hollow section welded connections, including both hot rolled and cold rolled steel, with both traditional X-joints and bird-beak joints, was studied. The joints were subjected to quasi-static inelastic cyclic loading. The bird-beak joints generally exhibited superior performance compared with the traditional joints, by: dissipating more energy; maintaining strength after fracture; and having greater first yield displacements. Fracture was predominantly ductile. 4 refs.

Primary author(s): Hall S;Owen J

Source: Struct.Eng.

             Vol.82, No.4, 2004, p.22-24       

 

                             

 

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