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Dynamic soil structure interaction is concerned with the study of structures supported on flexible soils and subjected to dynamic actions.
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Therefore, it can be inferred that the SSI effect is prominent on flexible soil types rather than stiff soil types.
To date this method is not widely used for flexible soil-steel structures' inspections.
The harmonic response of buildings supported on a flexible soil layer is investigated.
Turbulent wind field, irregular waves and flexible soil are used in the simulations based on site-measurements.
Flexible soil-steel structures are commonly used due to its advantages including quicker construction process, lower cost of erection and maintenance, architectural values and others.
The results of the analyses demonstrate that SSI effects must be considered in the case of structures equipped with an inerter system and standing on flexible soil.
It is also observed that the flexible soil has a profound effect on the peak ductility of the element further away from the centre of stiffness.
Maximum increase in tip deflection of 89 % is found for 100 m chimney (H/D b = 7) with piled raft (D o/t = 22.5) under flexible soil type S1 from the chimney with fixed base.
However, investigations into the risk of collapse of non-ductile, and irregular structural systems, common in regions of low-to-moderate seismicity, revealed the extensive influence of periodic base excitations on flexible soil sites (with initial small-strain natural period Ti >0.5 s).
A new method is developed for analysis of flexible foundations (beams) on spatially random elastic soil.
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