Transfer of MIDAS/FX + modeling to MIDAS/CIVIL and MIDAS/GEN.Transferring the consequences of MIDAS/GEN evaluation to MIDAS/SDS software.Determining the overall performance degree of the shape primarily based on acceptance criteria.Providing very exact important points in the diagram of metal, concrete, composite, slab, and basic members.Automatic loading of wind, earthquake, and gravity load.Considering the algebraic signal of structural reactions throughout the spectral analysis.Optimization of metallic constructions primarily based on resistance and relative displacement between floors.Linear analysis, geometric nonlinearity, static nonlinearity, pushover, dynamic nonlinearity, FNA, dynamic nonlinearity (Direct Integration), and the nonlinearity of plate issue materials.Outputting the body of the mannequin for use in other models.Improvement of sketch primarily based on requirements (using a database).

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