HI EveryOne
i am trying to model the self-centering steel moment frame (panelzone) but i couldnt figure this out , does anyone know modeling of this example?
this model proposed in "COMPARISON OF TWO SELF-CENTERING STEEL MOMENT FRAME MODELING TECHNIQUES: EXPLICIT GAP MODELS, AND NON-LINEAR ROTATIONAL SPRING MODELS" By Mark Dobossy & Maria Garlock & Erik VanMarcke
also i emailed these people but they didnt answer .
please somebody help me
SELF-CENTERING STEEL MOMENT FRAME - PANELZONE
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