Method of Constructing Maximum Design Response Spectra to Earthquakes

Abstract

At present, the maximum response spectrum is a basic concept in seismic engineering, providing a convenient means for representing the impact of earthquakes on structures. It also provides a practical approach to the application of structural dynamics principles to the design of structures and the development of requirements in building codes and regulations. Unfortunately, this concept is practically unknown to Russian designers and is not used in seismic resistance calculations. In Russian standards, the concept of dynamic coefficients is used in seismic resistance calculations, which has no physical meaning for earthquakes. The absence of the concept of response spectra in Russian regulatory documents on seismic resistance calculations of structures, in our opinion, is a serious mistake. The presentation of response spectra of maximum displacements, velocities and accelerations in logarithmic coordinates on a single graph made it possible to identify patterns in almost any seismic impacts, which has found wide application in regulatory documents of many countries.

About the authors

Evgeny N. Kurbatskiy

Russian University of Transport

Author for correspondence.
Email: dynamic.miit@gmail.com
ORCID iD: 0000-0002-8593-0340
SPIN-code: 8993-9910

Doctor of Sciences in Technology, Academician of the Russian Academy of Transport, Professor Department of Bridges and Tunnels

Moscow, Russia

Ekaterina A. Pestriakova

Russian University of Transport

Email: kate.pestriakova@gmail.com
ORCID iD: 0000-0003-3441-1011
SPIN-code: 6339-2821

Candidate of Sciences in Technology, Assistant Professor, Department of Bridges and Tunnels

Moscow, Russia

Shahd A. Hussein

Russian University of Transport

Email: shahdalrmish@yandex.ru
ORCID iD: 0009-0004-8106-9698

Postgraduate student, Department of Bridges and Tunnels

Moscow, Russia

References

  1. Suyehiro K. A seismic vibration analyser and the records obtained therewith. Bulletin of the Earthquake Research Institute-University of Tokyo. 1926;1:59–64.
  2. Biot V.A Theory of vibration of building during earthquakes. Zeitschrift fur Angewandte Matematic und Mechanik. 1934;14(4):213–233.
  3. Hudson D.E. Response spectrum techniques in engineering seismology. Proceedings of the First World Conference on Earthquake Engineering. Berkley, CA, 1956.
  4. Сhopra A.K. Elastic response spectrum: a historical note. Earthquake engineering and structural dynamics. 2007; 36:3–12.
  5. Kurbatskiy E.N. Fourier spectra and earthquake response spectra. Moscow: EASA (Eurasian SEISMO Association): ANO “SROSEKSPERTIZA”: “Onebook.ru”; 2018.
  6. Veletsos A.S., Newmark N.M. Response Spectra for Single-Degree of freedom Elastic and Inelastic Systems. Report No. RTD-TRD-63-3096 Vol. III Air Force Weapon Laboratory Albuquerque. N.M. 1964. URL: https://archive.org/details/DTIC_AD0444989/page/n3/mode/2up?view=theater
  7. Сhopra A.K. Dynamic of Structures. Theory and application to Earthquake Engineering. Englewood Cliffs, N.J.: Prentice-Hall Publ.; 1995. ISBN: 0-13-855214-2
  8. Kurbatskiy E.N., Mondrus V.L., Titov E.Yu., Emel’yanova G.A., Pestryakova E.A Outdated Provisions of the Russian Federation Norms Regulating Construction in Seismic Areas. Academia. Architecture and Construction. 2024;(1): 159–165. https://doi.org/10.22337/2077-9038-2024-1-159-165

Copyright (c) 2024 Kurbatskiy E.N., Pestriakova E.A., Hussein S.A.

Creative Commons License
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

This website uses cookies

You consent to our cookies if you continue to use our website.

About Cookies