engleski

Non-linear dynamic response analysis of regular structure using SDOF modelling principies

Dynamic analysis of seismic response of regular structure is presented. It is based on following assumptions: - Seismic response of regular structures (symmetric plans and constant vertical stiffness) can be well interpreted by using SDOF system as a mathematical model of the structures. - Response parameters of structure as ductility, stiffness change, energy balance and number of plastic excursions can describe real level of structural damage. Valorisation of these assumptions was done by comparison the results of experiment CAMUS3, done by Camus working group, in EMSI Sacley, France.

earthquake; non-linear dynamic analysis; SDOF system; Camus experiment

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