SEISMIC RESISTANCE OF REINFORCED CONCRETE FRAME IN ACCORDANCE WITH THE EXISTING CODE OF DIFFERENT COUNTRIES

Authors

  • Denis Bezushko Odessa National Maritime University http://orcid.org/0000-0003-2215-1136
  • Sergej Ashutov Bendery Polytechnic Branch of PSU named after T. Shevchenko http://orcid.org/
  • Aleksandr Kalin Bendery Polytechnic Branch of PSU named after T. Shevchenko http://orcid.org/

DOI:

https://doi.org/10.30890/2567-5273.2019-07-01-054

Keywords:

reinforced concrete structures, earthquake resistance, safety.

Abstract

The paper presents a comparative analysis of the use and application of the main provisions of regulatory documents on seismic resistant construction of different countries in relation to the monolithic reinforced concrete frame. In Russia, a mandatory do

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References

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References:

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Post-earthquake damage identification of tall building structures: experimental verification [Text] / W. Y. Liao [et al.] // The 14th World Conference on Earthquake Engineering. October 12-17, 2008, Beijing, China.

Published

2017-04-29

How to Cite

Безушко, Д., Ашутов, С., & Калин, А. (2017). SEISMIC RESISTANCE OF REINFORCED CONCRETE FRAME IN ACCORDANCE WITH THE EXISTING CODE OF DIFFERENT COUNTRIES . Modern Engineering and Innovative Technologies, 1(07-01), 97–103. https://doi.org/10.30890/2567-5273.2019-07-01-054

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Section

Articles