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UDK: 624.072.33:69.009.182
DOI: n/a

Published: Građevinar 63 (2011) 4
Paper type: Professional paper
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Seismic analysis of a reinforced-concrete frame according to EN 1998-1

Ivan Kraus, Dragan Morić, Damir Džakić

Abstract

The analysis of a reinforced-concrete frame subjected to seismic action was undertaken so as to demonstrate invalidity of the widely accepted assumption about the seismic design resulting in great internal forces, and hence in great quantities of reinforcing steel and/or great dimensions of individual structural elements. The selected structural frame was analyzed with plastic hinges at beam ends, and without such hinges. The seismic response values were obtained, and a comparative analysis of reinforcing steel consumption was made.

Keywords
internal forces, reinforcing steel, plastic hinges, reinforced-concrete frame, seismic analysis, EN 1998-1

HOW TO CITE THIS ARTICLE:

Kraus, I., Morić, D., Džakić, D.: Seismic analysis of a reinforced-concrete frame according to EN 1998-1, GRAĐEVINAR, 63 (2011) 4

OR:

Kraus, I., Morić, D., Džakić, D. (2011). Seismic analysis of a reinforced-concrete frame according to EN 1998-1, GRAĐEVINAR, 63 (4)
Authors:
KRAUS WEB
Ivan Kraus
J J. Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek

Dragan Morić
J J. Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Damir Dzakic WEB
Damir Džakić
BROD KONZALTING d.o.o., Zagreb