A Study on the Capacity of Steel Portal Frames using Shell Finite Elements
Author:
Affiliation:
1. RISCO, Department. of Civil Engineering, Universidade de Aveiro Portugal
Publisher
Wiley
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1846
Reference14 articles.
1. Comparison of the General Method with the Overall Method for the out-of-plane stability of members with lateral restraints
2. Marques L. Simões da Silva L. &Rebelo C.(2014).Review of the general method in EC3-1-1 as a global stability verification procedure. In Eurosteel2014.
3. Buckling resistance of non-uniform steel members based on stress utilization: General formulation
4. Extension of EC3-1-1 interaction formulae for the stability verification of tapered beam-columns
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