Pregled bibliografske jedinice broj: 614668
Some proposals for implementation of the capacity design concept of eurocode 8 for steel structures
Some proposals for implementation of the capacity design concept of eurocode 8 for steel structures // European earthquake engineering, 7 (1993), 3; 18-23 (podatak o recenziji nije dostupan, članak, znanstveni)
CROSBI ID: 614668 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Some proposals for implementation of the capacity design concept of eurocode 8 for steel structures
Autori
Čaušević, Mehmed
Izvornik
European earthquake engineering (0394-5103) 7
(1993), 3;
18-23
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
inelastic beviour; eccentric bracing; link; seismic energy dissipation; buckling
Sažetak
In section 3 of eurocode 8-1 the concept of dissipative earthquake resistant structures is introduced. These dissipative structures are classified according to their seismic behaviour. Among them eccentrically braced multi-storey steel frame is recommended, where the inelastic energy dissipation is provided by bending and shear in a beam segment called a link. Because the link length is not specified in this code, this paper in the first part deals with link length fore wide flange cross sections of beams (and links) obtained at Berkeley after theoretical and experimental analysis of the various eccentric truss bracing systems and their elements. In order to be achieved the capacity design concept of the eurocode 8-1, in the second part this paper gives some detailing and proposals for connection design of centrically and eccentrically braced multi-storey steel frames subjected to earthquakes.
Izvorni jezik
Engleski
Znanstvena područja
Geologija, Građevinarstvo, Temeljne tehničke znanosti
