Shear instability of panel zone in beam-to-column connections

Author:

Brandonisio Giuseppe,De Luca Antonio,Mele Elena

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference39 articles.

1. Krawinkler H, Bertero VV, Popov EP. Inelastic behaviour of steel beam-to-column subassemblages. Report no. EERC-71/7. Earthquake Engineering Research Center, University of California. October 1971.

2. Bertero VV, Krawinkler H, Popov EP. Further studies on seismic behavior of steel beam–column subassemblages. Report no. EERC-73/27. Berkeley (CA): Earthquake Engineering Research Center, University of California; 1973.

3. Panel zone flexibility in seismic moment joints;Popov;Journal of Constructional Steel Research,1987

4. An integrated program to improve the performance of welded steel frame buildings;Mahin,1996

5. SAC steel project: summary of phase-1 testing investigation results;Malley;Engineering Structural,1998

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