asdeasoft.net

Dear STKO,
I wanted to return to the topic of the sensitivity of the result to the density of the MES mesh.
In my attached model, I have done all the instructions in this topic, regarding elastic shear and the connection of the slab to the column also as elastic.
Displacement.png

I performed the ...

DEAR STKO,

I wanted to ask if it is possible to remove the legend from STKO MONITOR ?
I have a chart for more than 400 analyses and removing the label name of each of them manually will take a lot of time.

With so many analyses, the legend does not fit on the chart and hides the main part of the ...

Actually, it is enough to just remove the support. However in this case you cannot control the duration of the removal (it will coincide with the time step).

The alternative is to use the force-from-reaction to automatically compute the reaction of the removed constraint. Then you can give it a ...

Try this:

Thanks !!!
Best wishes!!!

Just explain in detail the time at which each column starts failing, and the duration of the reduction of the counter-reaction and we will explain how to set it up

I modified your model according to the algorithm with 2 analyses.

Assuming that the second column is removed after 2s the first one ...

If yo do it like this, and in the analysis at point 4 you reset the time to 0, you can simply use the same timeSeries for both load patterns

Assuming I do it this way (with 2 transient analyses)
At point 4 the transient analysis duration is about 5s, how can I control that the second tranisent at ...

v

Try this: 2 columns.zip
Thanks for the model. :D
I don't understand controlling the start of the removal time of the second column. I see that in the newTimeseries.Path that you made I can set a diifferent dt and this is nice, But when is the second counter-reaction really applied?

Ther is a ...

DEAR STKO,

I wanted to investigate how the results of the modal analysis change when the analysis is carried out on the structure in the deformed state (after the gravitational analysis) and before (i.e. only the modal analysis itself).
Performing modal analysis alone is not a problem.

The problem ...

Dear STKO
I made a model in which 2 columns are removed, added another time seriespath, with functions startTime.
No matter what time I type the response of the structure is the same.
Do I need to do 2 transient type analysis?