Анализ результатов (рис.5.41-5.42)

Анализ результатов (рис.5.41-5.42) показал незначительное уменьшение периода (за счет жесткой диаграммы между s~ ) и амплитуды колебаний сооружения при учете нелинейных вязкоупругих свойств грунта. Уменьшение амплитуды колебаний (затухание) наблюдается через некоторое время после начала воздействия, что характерно для вязкоупругих материалов

Results (English) 1:

Analysis of the results (Figure 5.41-5.42) showed slight decline period (due to the stiff diagrams between s ~) and amplitude of structures considering nonlinear viscoelastic properties of the soil. Reducing the amplitude of the vibrations (damping) there is some time after exposure, which is characteristic of viscoelastic materials

Results (English) 2:

Analysis of the results (ris.5.41-5.42) showed a slight decrease in the period (due to the rigid graph between s ~), and the oscillation amplitude structures taking into account the nonlinear viscoelastic properties of the soil. Decrease in the amplitude of the oscillations (attenuation) observed some time after the beginning of the treatment, which is typical of viscoelastic materials

Results (English) 3:

Analysis of the results (fig.5.41 -5.42) showed a slight decrease in the period (by rigid chart between the s~ jack ) and amplitude of facilities, taking into account properties of nonlinear integral Laguerre transform ground.Decrease in amplitude of fluctuations (attenuation) is at some time after the impact, that is characterized by the integral Laguerre transform materials