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Thanks a lot. Can you explain what kind of post-process do you mean? I think I should have pre-process.

In OpenSees, how can I perform modal time history analysis to obtain the response of each structural mode separately from the software output? I mean, is there any way to obtain the response of the structure for each mode separately?

Hi. We have two new parameters in " element elastomericBearing " which OpenSees Wiki didn't explain ... ($alpha2) and ($mu). (elastomericBearing $eleTag $i $j $kInit $fy $alpha1 {{{ $alpha2 }}} {{{ $mu }}} -P $matTag -Mz $matTag <-orient $x1 $x2 $x3 $y1 $y2 $y3> <-shearDist $sDratio> <-doR...

Dear Vesna We have two new parameters in "element elastomericBearing ... " $alpha 2 and $mu. (elastomericBearing $eleTag $i $j $kInit $fy $alpha1 [[[ $alpha2 ]]] [[[ $mu ]]] -P $matTag -Mz $matTag <-orient $x1 $x2 $x3 $y1 $y2 $y3> <-shearDist $sDratio> <-doRayleigh> <-mass $m>) please expl...

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