2012-02-15T09:13:51Z PunBB https://forums.cervenka.cz/viewtopic.php?id=361 Check the external forces in nodes in the postprocessor, if they correspond to the load you intend to apply. If you still can not find the problem source, send us the model for inspection.

]]> https://forums.cervenka.cz/profile.php?id=4 2012-02-15T09:13:51Z https://forums.cervenka.cz/viewtopic.php?pid=934#p934 dear sir
I modeled a six story concrete building with shear walls,and in the center of mass of each story earthquake force is applied in triangle shape ,but the displacement values are unreal,for example 1mm for sixth story in the design base shear.I dont know what is wrong with this model,I checked all material and micro elements.
what do you think about this?and any suggestion?

]]> https://forums.cervenka.cz/profile.php?id=4016 2012-01-29T09:13:19Z https://forums.cervenka.cz/viewtopic.php?pid=906#p906