Abstract
A simplified procedure for the analysis of single‐storey base‐isolated structures on a viscoelastic halfspace is extended to multistorey structures. Results of displacements and base shear obtained by this procedure compare favourably to exact results obtained by a computer program that has been developed.
| Original language | English |
|---|---|
| Pages (from-to) | 63-77 |
| Number of pages | 15 |
| Journal | Earthquake Engineering and Structural Dynamics |
| Volume | 18 |
| Issue number | 1 |
| DOIs | |
| State | Published - Jan 1989 |
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