Seismosoft | Earthquake Engineering Solutions

Hi All,

in materials phase like in photo,
https://i.postimg.cc/HLYS0r45/factor.png

i want to change the value of confinement factor for concrète model to 1.2 but it is unchangeable, always stay a 1. why ?
How can I save the new value = 1,2

thank you.

Thank you

Hi All,
in seismostruct when i run, it shows me this note, what does it mean.

https://i.postimg.cc/hGBhmDzd/size.jpg

What should I do whith this note, if i click yes does this have an effect on the results.

thank you.

ok, Thanks for the response

thank you, your answer is very clear, i have followed all these steps In regards to the results (displacements, acceleration,.....etc), when i use seismobatch i get 15 files , will there be 15 results related to each one for this 15 acceleregrams so 15 displacements ,15 acceleration,15 velocity .......

Good day I'm a new user in seismostruct my question is about the dynamic time history analysis; if we have multiple accelerograms ( more than one for example a 15 acceleregrams ) already matched by seismomatch software which gives us a mean spectrum, the question is how should I apply in seismostruc...

Thank you for your reply.

Hi, I'm a new user in seismostruct

the story displacement values related to load factor(output No ; from 1 to 50), Which load factor or output no should I take to get displacement values for my building, is at the maximum in load factor or in the last output no in 50
with pushover analysis

Thank you

Thank you for your reply.

Hi Technical Support

I would like to ask if it is possible to obtain the story displacement values per story not by load factor, if yes how ?
with pushover analysis

Thank you