Seismosoft | Earthquake Engineering Solutions

hi;
i want to model a double steel cross section for example 2IPE or 2IPB, but i cant figure it out in the section part

hi all
i caught my answer by your notifications.

hello;
when we use an dynomic Ida analysis ;in the lower intensity acceleration steps if a yielding or fracture happens for model does software consider those in next runs with the same record or in any scale factor analyses perfect model?

<t>hello;<br/>
in the case of dynamic time history analysis i have 6 story model after run and apply the afew steps of loading(always before apply the pick accelerations )it warnings" Unable to apply the next load step" also i have done the same model with pushover analysis and a dynamic time ...

hello;
you can find your answer after the analysis finishes but it depends on kind of element class and the way that you have modeled it,anyway in post processor tab-global response- frame hysteretic section select the column...
from your homeland

hi all;
in the case of concrete structures,is it possible to modeling of stirrups as well as longitudinal bars ?

hi seisosoft;
excuse me for repetitive questions,i didnt know that.

hi;
i want to calculate the over strength factor of columns so we have to ignore the weigth of the structure in order to acheive 'Vmax','Vy' while doing the dynamic time-hystory analysis;
what kind of elements do i have to use for external column and connector element?

hi seismo;
exactly,i want your "second note",but what properties and restraints do i have to apply in the case of column support and pinned links?

hi all;
i want to model the lumped mass out of the frame in time hystory analysis so as to it is applyed on the structure non directly;so how can i model it?