Seismosoft | Earthquake Engineering Solutions

Unfortunately not with v2020.
Currently, this is only possible in REC building modeled with the Building Modeler. In a future release of SeismoStruct we are planning to extend the functionality of the Building Modeler to steel structures too.
Seismosoft Support

The warning does not mean that the model is wrong. It is just a warning.
If you use the Skyline solver that can accommodate for zero diagonals in the stiffness matrix, the analysis should be ok (provided of course that the model is correct and stable).
Seismosoft Support

Hello Alban Kita,

If you carry out a search in Google Scholar, you will find more than 450 matches (i.e. more than 450 published papers or reports) with the term 'SeismoMatch'. https://scholar.google.com/scholar?hl=e ... atch&btnG=
Seismosoft Support

Hello Ralazem,
What are your exact steps to get the error?
How exactly do you select the two link nodes with double-click, since the nodes coincide initially?
Thanks,
Seismosoft Support

The 1158 error can be solved by running the setup as Administrator (right click and select Run as Administrator...).
Seismosoft Support

Yes, this can be done with the introduction of performance criteria, or code-based checks in the corresponding tabs in the pre-processor
Seismosoft Support

Yes, for different reasons, including the stress-strain curve of concrete, the geometric nonlinearities, but also the stress strain curve of steel (in SeismoStruct there is the stl_mn steel material model that is capable of modelling the buckling of rebars under compression.
Seismosoft Support

Thanks for the suggestion Kirkaguel
Seismosoft Support

Hello usamauet8, In the upcoming version of SeismoStruct (v2020) that is going to be published on 11/11/2019, there will be a new element for reinforced and unreinforced masonry. Furthermore, a wide range of code-based checks for different Standards and performance criteria will be supported. Seismo...

You could try 1e-5m for displacements and 1e-5 for rotations.
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