Protection of Buildings From Seismic Waves Using Dry Fracture and Dempfers

Protection of Buildings From Seismic Waves Using Dry Fracture and

Authors

DOI:

https://doi.org/10.56143/ujmcs.v1i2.3

Keywords:

dry friction; seismic isolation; rubber-metal damper.

Abstract

In this research work, the problem of seismic isolation of a nine-story building under the influence of 4 different real seismic waves through the joint use of dry friction isolators and rubber-metal dampers is considered. The influence of seismic waves on the magnitude of the shear force in the building as a result of their increase and decrease was studied.

Author Biographies

  • I. Mirzayev, Tashkent state transport university

    Address: Doctor of physical and mathematical sciences, Professor, Professor of the Department of Applied Mechanics, Tashkent State Transport University, Tashkent, Uzbekistan.
    e-mail: ibrakhim.mir@mail.ru
    ORCID ID: https://orcid.org/0000-0002-8616-9717

  • M.S. Turdiev , Tashkent state transport university

    Address: Associate Professor of the Department of Applied Mechanics, Tashkent State Transport University, Tashkent,Uzbekistan.
    e-mail: malikjon.ts@mail.ru
    ORCID ID: https://orcid.org/0000-0002-2499-0243

  • N.B. Raxmatov, National University of Uzbekistan

    Address: Assistant of the Department of Differential Equations and Mathematical Physics, National University of
    Uzbekistan, Tashkent, Uzbekistan.
    e-mail: nodirbekrakhmatov0@gmail.com

References

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[3] Curved Surface Sliders. Homepage. Available at: https://docplayer.net/133188454-Curved-surface-sliders.html.

[4] Mirzaev, I., Turdiev, M. S.: Vibrations of buildings with a sliding foundation having lateral yielding contact under real seismic impacts. AIP Conf. Proc. 2432, 030050, 1-6 (2022).

[5] Мирзаев, И., Турдиев, М. С.: Колебания зданий с подвижным фундаментом при реальных сейсмических воздействиях разного спектра частот. Transportda resurs tejamkor texnologiyalar, 502-506 (2023).

[6] Ambraseys, N. N., et al.: Internet site for European strong-motion data. Boll. Geof. Teor. Appl. 45 (3), 113-129 (2004). Available at: http://www.isesd.hi.is/ESD_local/frameset.htm.

[7] Roozbahan, M., Masnata, Ch., Turan, G. and Pirrotta, A.: Efficiency evaluation of optimal TLCD and TMD for the seismic response reduction of buildings considering soil structure interaction effect. Meccanica. 11012-025-01981-9 (2025). Available at: https://doi.org/10.1007/s11012-025-01981-9.

[8] Lin, T. W. and Hone, Ch. Ch.: Base Isolation by Free Rolling Rods Under Basement. Earthquake engineering and structural dynamics 22, 261-273 (1993). Available at: https://doi.org/10.1002/eqe.4290220502.

[9] Wang, S. J., Hwang, J. S., Chang, K. C., Shiau, C. Y., Lin, W. C., Tsai, M. S., Hong, J. X. and Yang, Y. H.: Sloped multi-roller isolation devices for seismic protection of equipment and facilities. Earthquake Engineering Structural Dynamics 43(10), 1443-1461 (2014). Available at: https://doi.org/10.1002/eqe.2404.

[10] Nizomov, D. N. and Sanginov, A. M.: Simulation of the interaction of the structure with the foundation under seismic impacts. Bulletin of Science and Research Center of Construction 3(38), 143–154 (2023). Available at: https://doi.org/10.37153/2618-9283-2023-1-29-37.

[11] Cilsalar, H. and Constantinou, M. C.: Development and Validation of a Seismic Isolation System for Lightweight Residential Construction. Technical Report MCEER-19-0001, 566 p (2019).

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Published

2025-11-30

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How to Cite

Protection of Buildings From Seismic Waves Using Dry Fracture and Dempfers: Protection of Buildings From Seismic Waves Using Dry Fracture and. (2025). Uzbekistan Journal of Mathematics and Computer Science , 1(2), 20-26. https://doi.org/10.56143/ujmcs.v1i2.3