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4. Conclusion
This article presents and explains the concepts of analysis and verification. The global analysis phase, which is crucial to the day-to-day work of the engineer in charge of the structure, has been examined in greater depth, particularly with regard to 2nd-order effects and the possibility of carrying out a global plastic analysis.
Practical criteria for the classification of frameworks and the choice of an overall analysis method were given, along with various practical considerations on the potential impact on dimensioning.
Finally, a concrete example of the application of the methods most frequently used in practice (methods II and III) is presented.
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Conclusion
Bibliography
- BOISSONNADE (N.), FLEISCHER (O.), FRANSSEN (J.M.), JASPART (J.P.), MAQUOI (R.), WEYNAND (K.) - Design of Tubular Steel Structures – Training and Education for the Implementation of Eurocode 3. - CIDECT, Comité International pour le Développement et l'Étude de la Construction Tubulaire (2008).
- MAQUOI...
Standards and norms
- Eurocode 3 – Design of steel structures. Part 1-1: General rules and rules for buildings. - NF EN 1993-1-1 AFNOR - Octobre 2005
- Eurocode 3 – Structural steel design – National Annex to NF EN 1993-1-1:2005. Part 1-1: General rules and rules for buildings. - NF EN 1993-1-1/NA AFNOR - 31 Août 2013
Directory
Organizations – Federations – Associations (non-exhaustive list)
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CTICM Industrial technical center for metal construction
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BNCM Bureau de normalisation de la construction métallique (Steel construction standardization office)...
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