LoginProceedings Vol. 11 (2005)
ENGINEERING MECHANICS 2005
NATIONAL CONFERENCE WITH INTERNATIONAL PARTICIPATION
May 9 – 12, 2005, Svratka, Czech Republic
;
May 9 – 12, 2005, Svratka, Czech Republic
Editors: Vladimír Fuis, Petr Krejčí and Tomáš Návrat
Copyright © 2005 Institute of Mechanics of Solids, Faculty of Mechanical Engineering, Bruno University of Technology, Brno
ISBN 80-85918-93-5 (printed)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
Non-linear analysis of number of mode to response of reinforced concrete frame structures
Pohl K.
pages 253 - +7p., full text
pages 253 - +7p., 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.
back to list of papers
Text and facts may be copied and used freely, but credit should be given to these Proceedings.
All papers were reviewed by members of the scientific committee.
Powered by
Imce 3.11a © 2017, Pavel Formánek, Institute of Thermomechanics AS CR, v.v.i. [generated: 0.0108s]