04-25-2015, 11:39 AM
I have ever come to seminar about midas in 2009, in Indonesia we are using ETABS/SAP or PERFORM 3D for design and check performance of high-rise buildings. When midas gen compared to CSI product, the main problem that have been discussed in that seminar are midas gen did not provide option to modelling nonlinear shear wall like CSI products with nonlinear layered shell or fiber model. I think for nonlinear analysis, CSI is still the best software.
In my country, Staad are used for industrial building only.
In my country, Staad are used for industrial building only.