Seismosoft | Earthquake Engineering Solutions

I have sent the project file to you, please solve this problem for me. Thanks very much.

Should I send the project file to you or the result file? The result file is very large.

I can read the IDA Envelope in all scaling factors, but I want to obtain the response under a determined scaling factor, which is large, and the error happens. When the factor is small, the results can also be read successfully.
How can I send the model to you? Thanks.

I do IDA for a structure, but the results show "Integer Overflow" when the scaling factor is large. How to solve this problem? Thanks very much.

I checked the results, it's correct and the same as the normal situation, but I don't know why this visualisation appears?

Thanks for your reply. I find this menu, but it has no change if I activate this option or not, and the results have the same appear, as the base is moving and the top point is not. Does it have any other problem? How can I avoid this? Thanks very much.

I refer to the Deformed Shape Viewer in the Post-Processor module as the analysis has done. Where is the selecting of the first node? I don't set this in the two models. Thanks very much.

<t>I did IDA analysis for two models, the ground motion was applied on the base. The deformed shape of one model is normal, as the base don't move and the above is moving, but another model has the different shape,as the base is moving and the top point doesn't move. What's wrong with this? I have ...

<t>I use this soft to do pushover analysis and IDA, and I define the material as the steel bilinear(stl_bl), I want to know what the hardening mode is, Kinematic hardening or Isotropic hardening? Because in IDA analysis, for a given earthquake intensity, the strength is hardening in the base shear ...