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The results show that neglecting SSI could completely underestimate damage to controlled structures especially structures based on soft soil and it will lead to error in the first estimation of control forces during design.
In the present research, the simple adaptive control (SAC) algorithm is utilized in conjunction with the magnetorheological (MR) damper to control the responses of a nonlinear structure based on soft soil analytically and the results are compared with passive-on and passive-off states.
Simplified, summary design envelopes are presented that allow critical heights and reinforcement strengths to be rapidly determined based on soft soil strength and depth, and show how the balance between soft soil strength and reinforcement strength combines to affect overall stability.
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Using soft sets as the granulation structures, Feng et al. [8] defined soft approximation spaces, soft rough approximations and soft rough sets, which are generalizations of Pawlak's rough set model based on soft sets.
The rest, she said, was based on soft tissue depth measurements and other forensic methodology.
This paper aims to improve the effectiveness of the replacement oscillator approach for soil-structure interaction (SSI) analysis of flexible-base structures on soft soil deposits.
At the destination, the decoder is based on soft-input soft-output BCJR algorithm with 7 iterations.
The results indicate that the proposed optimum load patterns can significantly improve the seismic performance of flexible-base buildings on soft soils.
Based on past earthquakes, the ground motions on soft soil sites were found to be generally larger than those of nearby rock outcrops (Idriss and Seed 1968).
Studies by Pour and Chowdhury (2008) proved that base moment of tall chimney founded on soft soil increase up to 10%% due to along-wind load and decrease up to 50%% due to across-wind load that may affect the design forces.
Previous research into the stability of reinforced embankments founded on soft soil has presented limited studies based on a narrow range of assumed failure mechanisms.
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