Pregled bibliografske jedinice broj: 325944
Strong-column Weak-beam Design Methodology for R/C Frames
Strong-column Weak-beam Design Methodology for R/C Frames // Proceedings of the Ninth European Conference on Earthquake Engineering / Kucherenko Tsniisk of the USSR Gosstroy (ur.).
Moskva: USSR Gosstroy, 1990. str. Vol. 2, pgs. 230-240 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 325944 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Strong-column Weak-beam Design Methodology for R/C Frames
Autori
Sigmund, Vladimir
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the Ninth European Conference on Earthquake Engineering
/ Kucherenko Tsniisk of the USSR Gosstroy - Moskva : USSR Gosstroy, 1990, Vol. 2, pgs. 230-240
ISBN
TA654.6.E955 1990
Skup
Ninth European Conference on Earthquake Engineering
Mjesto i datum
Moskva, SSSR, 1990
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
earthquake resistant design; frames; strong-column waek-beam design methodology
Sažetak
Suggested methodology ensures fulfilment of the strong-column weak beam design concept in R/C frames even during the extreme earthquakes of the unknown characteristics. It combines linear elastic analysis for the design loads and limit design of the sections. Beams are designed according to the results of linear elastic analysis. Flexural capacity of the columns is overdesigned to that of the beams. Required minimum shear strength of the beams, columns and beam-column joints is obtained from the flexural capacity of beams and minimum ductility requirements.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
149-1492966-1536 - Seizmički proračun okvirnih konstrukcija s ispunom (Sigmund, Vladimir, MZOS ) ( CroRIS)
Ustanove:
Građevinski i arhitektonski fakultet Osijek
Profili:
Vladimir Sigmund
(autor)
