Why must the lateral tangential stiffness of a base isolator remain positive?
Base isolation is process in which For reducing the seismic demand large displacements are allowed to occur at flexible horizontal elements which are introduced at the foundation level of structure .
For large displacements horizontal stiffness must be low . But vertical stiffness must be larger for sufficient support of weight of the structure and to minimise potential Rocking motions.
Lateral tangential stiffness of a base isolator must be remain positive because it shows stable roller deformation.
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