Seismosoft | Earthquake Engineering Solutions

is there a way to find the yielding of members?

i am getting a very large storey shear at the bottom storey. is there some problem?

is it correct to take the frame force of each column (shearforce V3(A)) to get the storey shear.or else can u help me how to find it.

can i get the storey shear at each floor level from the results to get a plot of storey shear distribution

Fro the hysteresis tab i can only get the base shear vs interstory drfit for each scaling factor.
is there a possibility to get the max base shear vs max interstory drift plot for the total analysis?

I have specified ten scaling factors.But after the sixth one its showing unable to apply the next load step.How to fix this error

<t>i dont know whether my question is correct or wrong,but i have a doubt in the response maxima results<br/>
The maximum base shear shown in IDA envelope is not equal to the sum of the forces of the support nodes shown in response maxima<br/>
also is there anyway to get the maxinterstory drift vs ...

i couldnt find any useful information on this when i searched the forum.i kindly request you to send the link of those topic.

i need to calculate the damage index for a 4 story rc frame.
For that i need the amount of energy dissipated.
is there any way to calculate using seismostruct

Is there a possibility to find out the moment curvature of a given section from seismostruct

Also to how to find out the performance point for a particular demand ?