Abstract

This scientific article provides information on measures to ensure the seismic resistance of buildings and structures, i.e. provides information on measures aimed at reducing the calculated seismicity of the site and related to the design of earthquake-resistant foundations. Some options for determining the calculated value of the seismicity coefficient are considered, as ensuring the seismic stability of designed buildings and structures on moist loess soils in seismic areas. Some basic design measures often used in construction to ensure the seismic resistance of buildings and structures built on moist loess soils in seismic areas are described. The article also provides some other features of the construction of buildings and structures in seismic areas on loess soils.

Keywords

• loess soil; moistened; subsidence; seismic areas; seismic resistance; coefficient of seismicity; coefficient of seismic stability; estimated seismicity of the site; coefficient of ground conditions; critical and seismic acceleration.

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