Non-linear analysis of number of mode to response of reinforced concrete frame structures
Abstract eng: 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.
Publisher:
Institute of Thermomechanics AS CR, v.v.i., Brno
Conference Title:
Conference Title:
ENGINEERING MECHANICS 2005
Conference Venue:
Svratka (CZ)
Conference Dates:
2005-05-09 / 2005-05-12
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-12, last modified 2014-11-18
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