Proceedings Vol. 12 (2006)
ENGINEERING MECHANICS 2006
May 15 – 18, 2006, Svratka, Czech Republic
Copyright © 2006 Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, Prague
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
pages 290 - +4p., full text
The objective of this paper describe a non-linear analysis of reinforced concrete frame structures and assignment its response to seismic load. We observe the change of natural frequency in dependence of stress of the structure and creation of plastic joints to final force effect of seismic load. The benefit is also about an assignment of ductility of the structure and influence of ductility to seismic response.
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All papers were reviewed by members of the scientific committee.