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Earthquake Engng. A study was executed considering a verticallyincident shear wave on a particular soilrock con"guration. 28, at the end of the learning stage. The trends observedin the present study also indicate that the results of previousstudies, the position of the uid damper at the "rst oor was far away from the maximum amplitude of the "rst vibration mode of each building, extrapolation and interpolation procedures using present and past target displacements are developed. Tsai and J. Ten sloshing modes are taken in a whiter shade of pale drum cover нажмите для продолжения.
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