Seismosoft | Earthquake Engineering Solutions

In line 7, "Z" value is correct... not "zero values".

Dear seismosoft, Sorry for my comment. I should be carefull about my post. My model is 3D form of your verification report, chapter 4, RC-01 A. I create this simple model by building modeler without any problem and extracte the seismostruct file. I ran this model exactly based on acceleration of you...

Dear Seismosoft, My problem was solved. Have you ever check the cantilever slabs which are specified by building modeler? I sent my model to your team. Please have a look at the slabs and specially rigid offset of the element. all of these values calculated by building modeler and seismostruct autom...

Hi seismosoft,
When I create a cantilever slab in building modeler, the preview of these slabs in seismostruct file I think is not true. Could you please create one by yourself and check it? It is an effect on my results.

Thank you. I sent my model to support@seismosoft.com

For a 2D simple model, I ran three analysis. The only different between tge analysis was the diffrent in defining mass and loads to the software in "gravity and mass" tab in setting. The results of these three models should be the same, but they are realy different. The masses were difined...

Hi seismosoft. As I said before in a previous topic, I want to run a dynamic time history on a RC frame which is a 3D-structures with one frame and cantilver slabs. My results did not match with experimental results. I also ran an Eigen value analysis and saw that the first period is 4 seconds!! But...

Dera Tim Huff,
My model is created based building modeler. I only define one curve, but vertical axis is load factor. Infact, I think it may be has effect on my results, because I'm trying to verify the model based a experimental model, but results are not match.

see this: Is it clear that the analysis is dynamic, but vertical axis is "load factor", not acceleration:

They are dynamic time history both!