the new opensees 1.7.1

Ahm · Post by **Ahm** » Sun May 07, 2006 8:47 am

Dear fmk,silvia...

there was a problem with damping and elastic models when using Newmark in opensees 1.7.0 ..

Is this problem still in the new opensees 1.7.1?..........

Ahm · Post by **Ahm** » Tue May 09, 2006 10:58 am

I just asked about the errors that happened when use Newmark with Linear analysis..................

silvia · Post by **silvia** » Tue May 09, 2006 11:18 am

I have asked Frank to look at this.
please describe your error in more detail.

Ahm · Post by **Ahm** » Mon May 15, 2006 2:54 pm

Thanks for reply
the problem that I get wrong"very high values"of the deformation when applying Transient analysis & using Linear algorithm with Newmark integrator.........................................