09-13-2010, 09:44 AM
(This post was last modified: 09-13-2010, 09:56 AM by rachid1968.)
This error appears only when introducing the concept of floor infinitely rigid "diaphragm" for the dynamic and seismic study of the structure.
if you throw the dynamic study without introducing the notion of master node and slave node, no error message during the dynamic analysis.
connectivity of nodes that operate in space is the same, namely the effect of continuity of bars ensure the complete transmission times deflections.
why the node 492 that triggers ERROR?
3D MODEL WITH EFFECT OF DIAPHRAGM
if you throw the dynamic study without introducing the notion of master node and slave node, no error message during the dynamic analysis.
connectivity of nodes that operate in space is the same, namely the effect of continuity of bars ensure the complete transmission times deflections.
why the node 492 that triggers ERROR?
3D MODEL WITH EFFECT OF DIAPHRAGM