Overview
ABSTRACT
This paper concerns the behavior of structures and the choice of a method for global analysis. Different types are described: 1st or 2nd order, elastic or plastic. It also provides methods for choosing between the various analysis tools and their impact on the design. The practical elements needed for sound application are also provided.
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Nicolas BOISSONNADE: Dr-Ing. in Engineering Sciences - Professor at the Fribourg School of Engineering and Architecture (Switzerland)
INTRODUCTION
Metal structures are generally made up of bars – often straight – connected to each other to form the structure's geometry. Together with the definition of support conditions and connections between elements, they form the static diagram of the structure, which defines and characterizes its degrees of freedom, i.e. the way in which it registers displacements and deforms under the effect of applied loads.
In his day-to-day work, the engineer in charge of a structure's design must ensure its resistance and stability for the various phases of its life (erection, daily life, exceptional events...). In practice, this is usually done in two stages: an initial analysis phase, followed by a series of checks (see § 2 ).
The global analysis or structural analysis characterizes the influence of external actions (permanent, climatic, operating loads, etc.) on the various elements, sections and connections of the framework, and is most often carried out on the entire structure (or possibly on a substructure, cf. § 2.3.2 ) – This is why it is usually referred to as a global analysis.
Once the overall analysis has been carried out, the strength of the sections and connections, as well as the stability of the various structural components, can be verified.
The overall analysis can be carried out using either the elastic or plastic methods (§ 3.2). It should be noted, however, that while plastic analysis is generally more economical, it is subject to stricter conditions of application. Depending on the type of structure, the overall analysis can be carried out using 1 er order or 2nd order theory (§ 3.3.2). In the former case, reference is made to the initial, undeformed geometry of the structure, whereas in the case of a 2nd order analysis, the geometry of...
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KEYWORDS
structures | stability | verifications
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The superstructure of the building
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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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