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Some Remarks on the Choice of Ductility Class for Earthquake-Resistant Steel Structures

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The implementation of the Eurocodes in current structural design practice has brought about a new emphasis on the design of earthquake-resistant structures. In some European countries, new earthquake zones have been defined; henceforth, the design requirements of many ongoing projects have changed as well. The choice of the ductility class of steel structures as one of the key design parameters, the consequences of this choice on design procedure, and some applications of the Eurocode 8 design criteria by comparing French and Slovak national practice are discussed, using a practical example of a structure.

eISSN:
1210-3896
ISSN:
1338-3973
Langue:
Anglais
Périodicité:
4 fois par an
Sujets de la revue:
Engineering, Introductions and Overviews, other