MULTILEVEL DESIGN PHILOSOPHY IN THE LIGHT OF PROVISION EARTHQUAKE RESISTANCE

  • O.V. Mkrtychev National Research University Moscow State University of Civil Engineering, 129337, Yaroslavl highway, 26, Moscow, Russia
  • G.A. Dzhinchvelashvili National Research University Moscow State University of Civil Engineering, 129337, Yaroslavl highway, 26, Moscow, Russia
  • R.I. Dzerzhinskiy Moscow State Academy of Water Transport, 117105, Novodanilovskaya emb. 2., building 1, Moscow, Russia
Keywords: level of seismic resistance of structures, the level of impact, design earthquake, the maximum design earthquake, defined security, return period

Abstract

The new approach for the choice of initial impacts and methods for calculation of seismic stability of structures is proposed. The feasibility for recurrence period definition of the project and the maximum design earthquake is given. The features of the GSZ and DSZ maps are briefly considered. It is shown that account of possible errors due to selection of the map type is requiredThe provisions of the new concept of earthquake engineering standards, which assumes the design of buildings and structures with defined seismic resistance and necessary level of security for population life and health, are considered.
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Published
2016-03-29
Issue
Vol 6 No 1 (2016): Geology and Geophysics of the South of Russia, 2016 No 1
Section
Articles