The Results of Calculating the Seismic Impact of a High-Rise Building According to Various Regulatory Documents
https://doi.org/10.22227/2949-1622.2025.3.58-68
Abstract
The results of calculating a high-rise building with a frame-braced frame made of monolithic reinforced concrete, located on a rocky base, for operational and seismic impacts according to regulatory documents from the following countries: Russia and the countries of the former USSR, the European Union, the USA, Turkey. The calculation was performed using the linear spectral method for seismic effects with acceleration at the base of 1 and 2 m/s2. The paper notes some peculiarities of the approach to the definition of seismic force. A comparison was made in terms of maximum displacements in the direction of seismic impact and forces in the elements of the bearing system of a multi-storey building: the corner, edge and middle pylons of the first floor. The results obtained indicate a similar approach to the problem of calculating a building by decomposing forms of natural oscillations of the system for seismic effects. At the same time, some regulatory documents have been identified that generate the most and least force.
About the Authors
N. N. Trekin
Moscow State University of Civil Engineering (National Research University) (MGSU)
Россия
Россия
Nikolay N. Trekin, Doctor of Technical Sciences, Professor of the Department of Reinforced Concrete and Masonry Structures
26 Yaroslavskoe shosse, Moscow, 129337
Scopus: 6507199486
S. S. Mikhailova
Moscow State University of Civil Engineering (National Research University) (MGSU)
Россия
Россия
Sofia S. Mikhailova, student
26 Yaroslavskoe shosse, Moscow, 129337
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Review
For citations:
Trekin N.N., Mikhailova S.S. The Results of Calculating the Seismic Impact of a High-Rise Building According to Various Regulatory Documents. Reinforced concrete structures. 2025;11(3):58-68. (In Russ.) https://doi.org/10.22227/2949-1622.2025.3.58-68
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