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- W1579014717 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." @default.
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- W1579014717 date "1979-12-01" @default.
- W1579014717 modified "2023-09-27" @default.
- W1579014717 title "Seismically Induced Sliding of Massive Structures" @default.
- W1579014717 doi "https://doi.org/10.1061/ajgeb6.0000901" @default.
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