Effect of vertical motion on friction‐driven isolation systems
- 1 July 1986
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 14 (4) , 609-622
- https://doi.org/10.1002/eqe.4290140409
Abstract
The effect of the vertical component of ground motion on the horizontal response of a sliding system is studied. Soil–foundation interaction is included. The results indicate that the effect of vertical motion is significant in the cascs of harmonically excited foundations.Keywords
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