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  • Users: stan123lee
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  1. stan123lee

    Seismic Analysis - Modeling - Non structural elements Connectiond

    Dear ALL, Could anyone advise how to model the connection between the infill panel and the structural steel frame? I would like to take into account the weight of the infill panel and its stiffness contribution, so that i could attain the natural period of the stucture correctly. Anu...
  2. stan123lee

    Non linear Lateral soil Spring

    I have a probolem in modelling the lateral soil spring. To cater the yielding of soil (An upper bound of spring capacity), i believe i have to model the lateral soil spring with two bi-linear curves, is there any way i can make it in etabs? Maany Thanks.
  3. stan123lee

    Etabs: Model Check Meshing Warning

    Has anyone experienced this kind of warning under etabs "Model Ckeck" piror to analysis? Warning: Checking meshing, At33.8MPD area F1232 (99.91% Increment) Warning: Checking meshing, At33.8MPD area F2240 (3.53% Reduction) Actially, i am using membrane elements in modelling the floor slab...

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