Seismosoft | Earthquake Engineering Solutions

Thank you for your prompt response. I have only one model. For this model, two history curve has been defined. One based on displacement-time history, and one for force-time history. All of thing are same. Curve factor is also =1. I did the STH analysis for each of these curves separately.
As ...

Dear seismosoft,
I create a lot of model by section tab. This error is only for sections that create based on section type: rcars.
I create a model by rcars and also by rcrs. The results were different. You cannot say that this bug doesn't have any effect in the results and it was only a bug for ...

I have force-displacement history for a RC column which was published in Peer. When I create a displacement-time history and assigned it to the column in seismostruct, the results for shear force is very smaller than experimental data (adopted from force-displacement history). When I create a force ...

Thank you so much for your description. It was very helpful to me.
Exactly, I don't know what is the problem. I didn't change any for RC-Joint of your verification report. I used the latest version release 6 and downloaded January, 2017. I reinstall the program but the error was remained. However ...

Thank you for your response.
I will send you soon. I think that the current version should be check by seismosoft. I created several models for example beam and column for verification. The program didn't assign all of the load and it was stopped for both static time history or for push over ...

Sorry for bad link. Please see and check the "error in view discretization" by the following link. Actually, I use SiesmoStruct 2016-6 the latest version:

http://wikisend.com/download/694976/Capture.JPG

Capture.JPG

or

http://wikisend.com/download/898174/Capture0.JPG

Capture0.JPG

Is there anyone to help me? I don't know how should I solve these two problems.

I have a simple RC beam under a vertical load in the middle span. This load is a pushover load.
I have two problem with my model in pushover analysis:

1) when I want to see discretization of my sections, the view is incorrect:
https://ibb.co/ckczOFhe
I create the model again, but the problem ...

Thank you. Your answer was suitable. But there is a new problem. I change the analysis type to static time history analysis and done it based on displacement. Now, I saw that the problem was for connection of two nodes namely n1R and n2L. These nodes are in a same surface but in a different vertical ...

I have a problem with my analysis. My purpose is a validation work about a beam with cyclic loading. The time of this loading is 14000 seconds, but, my analysis has been stop in 4600 seconds. I check every thing and also see the topics of the forum and the video of seismosoft about solving error ...