Aντισεισμικό σύστημα τοποθετημένο σε φρεάτιο του φέροντα

[seismic]

designing frames, or asymmetrical structures, the solution is....
1) to separate the flexible columns, from the rigid columns
2) amortization method of seismic energy in the vertical and horizontal axis of the frame.
3) nodes to move freely round the rigid column
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By design method that I suggest,
you have the opportunity to design a flexible structure.
Rigid vertical elements
The main reason I designed the seismic joint (rubber mounted air gap between the baffle plates and the shaft) are
to separate the flexible columns of rigid columns.
With this method, we have a frame construction which is flexible,
and in it, a rigid colomn, which is independent of load bearing because it has a seismic joint
The rigid components to take the main role assigned to them, and is to controlling the deformation of the bearing.
plasticity
a flexible node (the one in seismic joint) deletes the usefulness of plasticity