Posted by: Jozm
Snubber - 10/02/07 12:54 PM
Hello all
i have modeled a snubber for a 30" flare line against earthquake load.
and it has been modeled in static module,actually i dont understand how caesar convert such a dynamic load to static??
[Gravitational loading is used most often to model the static equivalent of a dynamic earthquake loading]
thanks in advance
i have modeled a snubber for a 30" flare line against earthquake load.
and it has been modeled in static module,actually i dont understand how caesar convert such a dynamic load to static??
[Gravitational loading is used most often to model the static equivalent of a dynamic earthquake loading]
thanks in advance