Dynamic behavior features research of multistory sections with angular shapes in seismic hazard conditions
DOI:
https://doi.org/10.15587/2313-8416.2016.85841Keywords:
simulation, direct dynamic method, seismicity, multistory buildings, soil base – foundation – buildingAbstract
The results of the oscillation of two-sectional multistory building with angular shapes under seismic loads are presented. The simulation was performed for the system "soil base – foundation – building" by explicit scheme of the direct time integration method in 3D. The results demonstrated that the angular shape of the buildings leads to increased minimum distances to neighboring structures
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Copyright (c) 2016 Владимир Александрович Сахаров, Олександр Сергійович Сахаров, Олександр Володимирович Литвин
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