Cyclic behaviour of steel beam‐to‐column joints and calculation tools
Author:
Affiliation:
1. Institute for Sustainability and Innovation in Structural Engineering (ISISE), Department of Civil Engineering University of Coimbra Coimbra Portugal
Publisher
Wiley
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1511
Reference26 articles.
1. Post-limit stiffness and ductility of end-plate beam-to-column steel joints
2. Towards a consistent design approach for steel joints under generalized loading
3. CEN Eurocode 3: Design of steel structures ‐ Part 1‐8: Design of joints (2005).
4. A design method for the tension side of statically loaded, bolted beam‐to‐column connections;Zoetemeijer P.;HERON.,1974
5. Zur nachgiebigkeit von rahmenknoten–Teil 1;Tschemmernegg F.;Stahlbau.,1987
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