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

Autori
Čaušević, Mehmed

Izvornik
European earthquake engineering (0394-5103) 12 (1998), 2; 3-8

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, stručni

Ključne riječi
Eurocode 8; Eurocode 3; steel frame design

Sažetak
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.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo

POVEZANOST RADA