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  1. mhtehrani

    Type of Element to use for Column compression only restraint

    Hi I think you better use Gap/Link Element and if you don't want to consider soil flexibility you should use a very large magnitude for stiffness to gain good results.
  2. mhtehrani

    Impse set of Displacement

    Hi I want to impose a set of Displacement in C.M. in all levels to get results from Nonlinear Static Analysis. I have a 10 story mass eccentric model taht I manually defined nodes and assigned masses to them. Please HELP me every comments would be appreciate

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