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Interaction of Eurocode 8 and Eurocode 3 in eccentrically braced steel frame design (CROSBI ID 83760)

Prilog u časopisu | stručni rad

Čaušević, Mehmed Interaction of Eurocode 8 and Eurocode 3 in eccentrically braced steel frame design // European earthquake engineering, 12 (1998), 2; 3-8

Podaci o odgovornosti

Čaušević, Mehmed

engleski

Interaction of Eurocode 8 and Eurocode 3 in eccentrically braced steel frame design

The capability of parts of a steel structure to resist earthquake actions out of their elastic range is provided in Eurocode 8/1 by introducing eccentrically braced steel frames (ESF). Rules given for EBF design in Eurocode 8/1 have intention to insure that yielding in a link should take place prior to any yielding elsewhere. To insure this principle some provisions given in Eurocode 3/1 must also be fulfilled. In this paper optimal link length of an EBF is discussed as well as the interaction of bending, shear and axial forces in a link, bringing together provisions given in both Eurocode 8/1 and Eurocode 3/1.

Eurocode 8; Eurocode 3; steel frame design

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Podaci o izdanju

12 (2)

1998.

3-8

objavljeno

0394-5103

Povezanost rada

Građevinarstvo