Influence of the elastic-viscous property of the interaction of the foundation with the base soil on the stress-strain state of the multistory masonry building in the seismic regions
Автор: Yuvmitov A.S., Toshpulatov S.U., Nishanboev M.Sh.
Журнал: Экономика и социум @ekonomika-socium
Рубрика: Основной раздел
Статья в выпуске: 3-2 (94), 2022 года.
Бесплатный доступ
In this article was studied the influence of the elastic-viscous property of the interaction of the foundation with the base soil on the stress-strain state of a multi-storey masonry building under seismic effects. On the basis of the results obtained, figures of the maximum displacements and accelerations in time, isofield stresses and deformations of masonry walls were presented.
Seismic effects, acceleration, intensity, elasticity, viscosity, displacement, relative displacement, spatial rigidity, rigidly fixed support, mechanical properties, design parameters of the floors
Короткий адрес: https://sciup.org/140292744
IDR: 140292744
