Two methods are typically followed to formulate distribuited plasticity frame models: displacement- and foced-based formulations. What kind of formulation is implement in seismostruct?
thanks
Giova[:D]
formulation of frame elements
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Re: formulation of frame elements
The answer (displacement-based formulation) can be found in the Help System of the program, in the publications referred to by the Help System, and in previous posts in this Forum (use the 'Search' function).
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