论文简介： AbstractWhile limiting-equilibrium Mononobe–Okabe type solutions are still widely used in designing rigid gravity and flexible cantileverretaining walls against earthquakes, elasticity-based solutions have been given a new impetus following the analytical work of Veletsos and
Abstract
While limiting-equilibrium Mononobe–Okabe type solutions are still widely used in designing rigid gravity and flexible cantilever
retaining walls against earthquakes, elasticity-based solutions have been given a new impetus following the analytical work of Veletsos and
Younan [23]. The present paper develops a more general finite-element method of solution, the results of which are shown to be in agreement
with the available analytical results for the distribution of dynamic earth pressures on rigid and flexible walls. The method is then employed
to further investigate parametrically the effects of flexural wall rigidity and the rocking base compliance.
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