При расчете учет нелинейно- вязкоуп

При расчете учет нелинейно- вязкоупругих свойств грунта приводит к затуханию колебаний плотины после снятия нагрузки, тогда как линейно упругие колебания продолжаются без затухания по первой форме с амплитудой, достигнутой на момент окончания нагрузки и с основной (первой) частотой собственных колебаний, т.е. продолжаются свободные незатухающие колебания

Results (English) 1:

In calculating accounting nonlinear viscoelastic properties of soil leads to damping vibrations of the dam after the removal of the load, while the linearly elastic fluctuations continue without attenuation on the first form of amplitude reached at the end of the load and the main (first) frequency of vibrations, i.e. continue free oscillation nevschuhayuchi

Results (English) 2:

Account when calculating the nonlinear viscoelastic properties of the soil leads to a damping of the oscillations of the dam after the removal of the load, while the linearly elastic vibrations continue without attenuation by the first form with the amplitude reached at the end of the load and the main (first) natural frequency, ie continue free undamped oscillations

Results (English) 3:

When calculating the nonlinear- integral Laguerre transform properties ground leads to fading fluctuations dam after removing the load, whereas the linear elastic fluctuations are continuing without attenuation on the first form with amplitude,reached at the time the end of the load and with the main (first) frequency own fluctuations, i.e. , continue hands-free незатухающие fluctuations