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The stability of plane elastic frames subjected to a vertical foundation motion of the stationary, ergodic type is investigated.
The limited shear strength of soil also causes sliding of the foundation block, which could alter the characteristics of the foundation motion.
Since the foundation structure is very rigid compared to the underlying foundation soil, the rocking motion of the foundation is significantly observed, which affects the characteristics of the foundation motion.
In addition to the inertial soil-foundation interaction due to the existence of foundation mass, the size and stiffness of the foundation could also affect the foundation motion characteristics.
Similar(56)
The probabilistic implementation of explicit structural nonlinearity and foundation sliding in combination with the SSI effects are demonstrated using nonlinear response history analysis (RHA) of the structure with the foundation motions obtained from elastic SSI analyses, which are applied as input to fixed-base inelastic analyses.
Then, the difference between net horizontal foundation input motion and free field motion is discussed here.
History has yet to settle the verdict on this brilliant photographer whose work laid the foundation for motion pictures.
Expressions of both the soil-foundation impedance functions and the foundation input motion are derived.
The foundation level motion for the unimproved pile group was, however, identical to that in the free-field.
Results involving both kinematic interaction (KI), including rocking foundation input motion (RFIM), and inertial interaction effects are considered and discussed.
Moreover, the effects of rocking foundation input motion due to KI on inelastic displacement demands are significant for deeply embedded foundation when the SSI effect is predominant.
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