Seismically Induced Sliding of Massive Structures
- 1 December 1979
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Geotechnical Engineering Division
- Vol. 105 (12) , 1471-1488
- https://doi.org/10.1061/ajgeb6.0000901
Abstract
The classical, pseudostatic limiting equilibrium analysis for the sliding stability of structures during seismic events gives factors of safety against sliding that appear unrealistically low in many cases. Further, these methods provide no information on the actual magnitude of sliding motions, should they occur.Keywords
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