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  • Engineering modelling for inelastic seismic response of RC bridge columns
    Isaković, Tatjana ; Fischinger, Matej
    Two mathematical models (fiber beam element model and beam element model with lumped plasticity) frequently used in the inelastic seismic analysis of reinforced concrete (RC) bridge columns were ... studied on the example of a typical European viaduct. The analytical response was compared with the experimental results. The fiber beam element model was found to be complex anddifficult to control. A lot of "tuning" was necessary to fit the experimental behaviour. The beam element model with lumped plasticity was more successful and, first of all, simpler and easier to control
    Vir: International journal for engineering modelling. - ISSN 1330-1365 (Vol. 11, no. 3/4, 1998, str. 67-72)
    Vrsta gradiva - članek, sestavni del
    Leto - 1999
    Jezik - angleški
    COBISS.SI-ID - 713569

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