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Efficiency of trench barriers used to protect structures from dynamic loads and studyof the stress — strain state of soils based on strain hardeningand elastic models Эффективность барьеров при защите сооружений от динамических воздействий и изучение напр

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Academic year: 2017

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Fig. 1. Comparison of elastic and plastic inite difference element models, attenuation  curves (2nd location, L=25m.)
Fig. 1. Comparison of elastic and plastic inite difference element models, attenuation  curves (2nd location, L=25 m)
Fig. 2: Ground motion following impulse loading in case of presence and absence of  a structure, in case of presence and absence of a trench
Fig. 3: Ground motion following impulse loading in the presence of a structure, in the  presence  of  an  open  trench

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