Seismosoft | Earthquake Engineering Solutions

Yes, the structure by pushover analysis reaches a maximum displacement of 7 cm. With the nonlinear dynamic analysis is reached a shift of 35 cm.
I can not understand

<t>Thanks, as regards the progress of the displacement seems to have resolved. Now they are more intertwined.<br/> The problem is that I now displacement are too large in comparison with those of pushover analysis. (even 5 times the size of the target displacement pushover analysis).<br/> In your op...

For the generation of accelerograms I used SIMQKE. How can I do to correct and filter accelerograms?

<t>Hi,<br/> In the nonlinear dynamics analysis because the trend of the shift in time relative to a single node is completely positive, everything above the zero axis?. While that of relative at the relative displacement has positive and negative trends (more realistic for the dynamic analysis.<br/>...

Hi, is there any strategy to increase the speed of analysis, for the nonlinear dynamic analysis?
The accelerogram is applied on each based node.
Thanks

Many thanks huffte,I solved.

<t>Hi, I have to do an analysis of Ida. What is the procedure to insert a accelerogram? I did select file, I selected a text file but I get the following problem: "Times values should be in ascending order".<br/> The values of the time, however, are already in ascending order.<br/> Than, what are "f...

Many thanks Romain, will shape the column with a single element.

Hi,
I would like to know if discretizing the structure in more elements the chord rotation can be considered correct or to have the correct value must refer to a single element.
thanks

Hi, I would like to know if the adaptive pushover analysis can be used for building space and not just for plane frames. If this is possible where you can find references to further the argument.
greetings