Strong-column Weak-beam Design Methodology for R/C Frames (CROSBI ID 533791)
Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Sigmund, Vladimir
engleski
Strong-column Weak-beam Design Methodology for R/C Frames
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.
earthquake resistant design; frames; strong-column waek-beam design methodology
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Podaci o prilogu
Vol. 2, pgs. 230-x.
1990.
objavljeno
Podaci o matičnoj publikaciji
Kucherenko Tsniisk of the USSR Gosstroy
Moskva: USSR Gosstroy
TA654.6.E955 1990
Podaci o skupu
Ninth European Conference on Earthquake Engineering
predavanje
01.01.1990-01.01.1990
Moskva, SSSR