DOI: 10.5937/jaes12-5670
This is an open access article distributed under the CC BY-NC-ND 4.0 terms and conditions.
Volume 12 article 276 pages: 57-62
The method of capacity
design requires the ductility of reinforced concrete load-bearing elements and
provides the beam plasticity mechanism for a structure to absorb a significant
seismic energy. Indeterminate static systems are particularly suitable, where
an indefinite number of static indeterminacy determines the number of plastic
hinges being forming, thus achieving favourable energy dissipation. In this
paper, reinforced concrete five-storey frame is designed for two ductility
classes according to the regulations EN1992-1-1 and EN1998-1.
The work has been done within the scientific
research project TR 36043 “Development and application of a comprehensive
approach to the design of new and safety assessment of existing structures for
seismic risk reduction in Serbia”, which is funded by the Ministry of Science
of Serbia.
EN1992-1-1:2004, Proracun
betonskih konstrukcija, deo 1-1: Opsta pravila i
pravila za zgrade. Beograd: Gradjevinski fakultet Univerziteta u Beogradu,
2006.
EN1998-1:2004, Proracun
seizmicki otpornih konstrukcija, deo 1: Opsta pravila, seizmicka dejstva i
pravila za zgrade. Beograd: Gradjevinski fakultet Univerziteta u Beogradu,
2009.
EN1991-1-1 Evrokod 1:
Dejstva na konstrukcije. Deo 1-1: Zapreminske tezine, Sopstvena tezina,
Korisna opterecenja za zgrade. Beograd, novembar 2009.
EN1990:2002, Osnove
proracuna konstrukcija, Beograd: Gradjevinski fakultet Univerziteta u
Beogradu.
Fardis M. Seismic Design, Assessment and Retrofitting of Concrete Buildings,
Based on EN-Eurocode8, Spinger Dordrecht Heidelberg London New York, 2009.