Kinematic Seismic Isolation System with Magnetic Dampers
Vol. 10 No. 11 (2024): November
Research Articles
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Doi: 10.28991/CEJ-2024-010-11-018
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Lapin, V., Kim, B., Shakhnovich, A., Shokbarov, Y., & Aldakhov, Y. (2024). Kinematic Seismic Isolation System with Magnetic Dampers. Civil Engineering Journal, 10(11), 3738–3753. https://doi.org/10.28991/CEJ-2024-010-11-018
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[1] Cherepinsky, Y. D., & Lapin, V. A. (1995) Fundamentals of Seismic Isolation in Construction. Elite, Irkutsk, Russia. (In Russian).
[2] Cherepinsky, Y. D. (1998) Experimental research, computational-theoretical and theoretical analysis and implementation of seismic isolating KF structural systems into construction. Abstract of the dissertation for the degree of Doctor of Technical Sciences, Novosibirsk, Russia. (In Russian).
[3] Cherepinsky, Y. D. (2005) Seismic Insulation of Residential Buildings. KazGASA, Almaty, Kazakhstan. (In Russian).
[4] Yerzhanov, S. Y., Lapin, V. A., & Daugavet, V. P. (2017). Dynamic study of seismically isolated house with the aid of the stations of engineering seismometric service. Scientific and practical conference new construction trends in the XXI century, Almaty, Kazakhstan.
[5] Lapin V. A., Cherepinsky, Y. D. & Filippov. O. R. (1991). Seismic resistance of 9-floor buildings of the 158 series on kinematic foundations, Series of Civil Engineering (Republican Experience), KazGASA, Almaty, Kazakhstan. (In Russian).
[6] Lapin, V. (2019). Comparative Analysis of the Effect of Seismic Isolation by Means of Stations of Engineering Seismometric Service on Buildings. World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings. doi:10.37153/2686-7974-2019-16-482-488.
[7] Yerzhanov, S. Y., & Lapin, V. A. (2015). Systems of seismic isolation of buildings and structures in the Republic of Kazakhstan and the world's developed countries. Studies of seismic stability of constructions and structures: Ñollection of scientific papers, 23 (33), 164-192.
[8] Smirnov, V. I. (2009). Testing of buildings with seismic isolation systems with dynamic loads and real earthquakes. Earthquake-resistant construction. Safety of structures, (4), 16-22.
[9] Erzhanov, S. E., & Lapin, V. A. (2020). Seismic Isolation in the Republic of Kazakhstan: Past, Present and Future. Natural and Technological Risks. Building Safety, 2(45), 29–32. doi:10.55341/ptrbs.2020.45.2.002.
[10] Clemente, P., & Martelli, A. (2019). Seismically isolated buildings in Italy: State-of-the-art review and applications. Soil Dynamics and Earthquake Engineering, 119, 471–487. doi:10.1016/j.soildyn.2017.12.029.
[11] Clemente, P., & Martelli, A. (2019). Recent Applications of Seismic Isolation in Italy. World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings. doi:10.37153/2686-7974-2019-16-21-36.
[12] Calvi, P. M., & Calvi, G. M. (2018). Historical development of friction-based seismic isolation systems. Soil Dynamics and Earthquake Engineering, 106, 14–30. doi:10.1016/j.soildyn.2017.12.003.
[13] Zhang, C., & Ali, A. (2021). The advancement of seismic isolation and energy dissipation mechanisms based on friction. Soil Dynamics and Earthquake Engineering, 146, 106746. doi:10.1016/j.soildyn.2021.106746.
[14] Belash, T. A., Kostarev, V. V., Rutman, Ju. L., & Uzdin, A. M. (2019). Development of Seismoisolation in Russia. World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings. doi:10.37153/2686-7974-2019-16-82-97.
[15] Erdik, M. O. (2017). State of the art on application, R&D and design rules for seismic isolation and energy dissipation for buildings, bridges and viaducts, cultural heritage and chemical plants in Turkey. 14th World Conference on Seismic Isolation, Energy Dissipation on Active Oscillation Conference of Structures, 9-11 September, 2015, San Diego, United States.
[16] Qu, Z., Wang, F., Chen, X., Wang, X., & Zhou, Z. (2023). Rapid report of seismic damage to hospitals in the 2023 Turkey earthquake sequences. Earthquake Research Advances, 3(4), 100234. doi:10.1016/j.eqrea.2023.100234.
[17] Erdik, M., íœlker, Ö., Šžadan, B., & Tüzün, C. (2018). Seismic isolation code developments and significant applications in Turkey. Soil Dynamics and Earthquake Engineering, 115, 413–437. doi:10.1016/j.soildyn.2018.09.009.
[18] Ghasemi, M., & Talaeitaba, S. B. (2020). On the effect of seismic base isolation on seismic design requirements of RC structures. Structures, 28, 2244–2259. doi:10.1016/j.istruc.2020.09.063.
[19] Whittaker, D. (2019). Recent Developments in New Zealand In Seismic Isolation, Energy Dissipation and Vibration Control of Structures. World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings. doi:10.37153/2686-7974-2019-16-882-890.
[20] Kim, B. N. (2017) System of prefabricated girderless frame on kinematic foundations. International scientific and practical conference new construction trends in the 21st century, Almaty, Kazakhstan.
[21] Warn, G. P., & Ryan, K. L. (2012). A review of seismic isolation for buildings: Historical development and research needs. Buildings, 2(3), 300–325. doi:10.3390/buildings2030300.
[22] itayama, S., & Constantinou, M. C. (2019). Probabilistic seismic performance assessment of seismically isolated buildings designed by the procedures of ASCE/SEI 7 and other enhanced criteria. Engineering Structures, 179, 566–582. doi:10.1016/j.engstruct.2018.11.014.
[23] Bessimbayev, Y. T., Niyetbay, S. E., Awwad, T., Kuldeyev, E. I., Uderbayev, S. S., Zhumadilova, Z. O., & Zhambakina, Z. M. (2024). The Creation of Geotechnical Seismic Isolation from Materials with Damping Properties for the Protection of Architectural Monuments. Buildings, 14(6), 1572. doi:10.3390/buildings14061572.
[24] Lan, X., Zhang, L., Sun, B., & Pan, W. (2024). Study on the Damping Efficiency of a Structure with Additional Viscous Dampers Based on the Shaking Table Test. Buildings, 14(6), 1506. doi:10.3390/buildings14061506.
[25] Xu, Y., He, Q., Guo, Y.-Q., Huang, X.-H., Dong, Y.-R., Hu, Z.-W., & Kim, J. (2023). Experimental and Theoretical Investigation of Viscoelastic Damper by Applying Fractional Derivative Method and Internal Variable Theory. Buildings, 13(1), 239. doi:10.3390/buildings13010239.
[26] Titirla, M. D. (2023). A State-of-the-Art Review of Passive Energy Dissipation Systems in Steel Braces. Buildings, 13(4), 851. doi:10.3390/buildings13040851.
[27] Fujii, K., & Shioda, M. (2023). Energy-Based Prediction of the Peak and Cumulative Response of a Reinforced Concrete Building with Steel Damper Columns. Buildings, 13(2), 401. doi:10.3390/buildings13020401.
[28] Shapiro, G. A., Zakharov, V. F., Ashkinadze, G. N., & Simon, Yu. A. (1969) Study of nonlinear operation of structures of residential and public buildings using powerful oscillation machines. Moscow, Russia. (In Russian).
[29] Aptikaev, F, F. (2012) Instrumental scale of seismic intensity. Science and Education, Moscow, Russia. (In Russian).
[30] Silacheva, N. V., Stepanenko, N. P., Kurilova, O. K., Kudabayeva, A. D., & Danabayeva, A. T. (2024). Detailed seismic zoning of the East Kazakhstan region in the Republic of Kazakhstan. Geodesy and Geodynamics, 15(2), 156-165. doi:10.1016/j.geog.2023.08.005.
[31] Prokhorov, S. A. (2001). Mathematical description and modeling of random processes. State Aerospace Institute, Samara, Russia. (In Russian).
[32] Bissembayev, K., Iskakov, Z., & Sagadinova, A. (2022). Vibrations of a Rigid Body on Rolling Vibration Bearings in Case of Accidental Kinematic Perturbations. In The International Conference of IFToMM ITALY, 265-272. doi:10.1007/978-3-031-10776-4_31.
[33] Tyapin A.G. (2020) Plane oscillations of a rigid structure on kinematic supports by Yu.D. Cherepinsky. Earthquake-resistant Construction. Safety of Structures, No. 3, 3-18.
[34] Kouzakh, S. N. (1995) Designs of kinematic foundations in earthquake-resistant construction of buildings and structures in the Arab countries. Abstract of a dissertation for the degree of candidate of technical sciences. St. Petersburg, Russia.
[35] Kurzanov, A.V., Akhmedov, A.M. (1994). Full-scale research of a three-story fragment and five-storey building on seismic isolation, Express information from VNIIIS. Series 14. Antiseismic construction, Issue 2–3, 1-24.
[36] Cherepinsky, Y. D. (1972). Seismic stability of buildings on kinematic supports. Soil Mechanics and Foundation Engineering, 9(3), 164-168. doi:10.1007/BF01709306.
[37] Ryan, K. L., & Dao, N. D. (2016). Influence of Vertical Ground Shaking on Horizontal Response of Seismically Isolated Buildings with Friction Bearings. Journal of Structural Engineering, 142(1), 401589. doi:10.1061/(asce)st.1943-541x.0001352.
[38] Unal, M., & Warn, G. P. (2014). Optimal cost-effective topology of column bearings for reducing vertical acceleration demands in multistory base-isolated buildings. Earthquake Engineering and Structural Dynamics, 43(8), 1107–1127. doi:10.1002/eqe.2388.
[39] Lapin, V., Shokbarov, Y., & Temiraliuly, G. (2024). Seismic Isolation Systems in the Republic of Kazakhstan: Past and Present. Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures. WCSI 2023, Lecture Notes in Civil Engineering, 533, Springer, Cham, Switzerland. doi:10.1007/978-3-031-66888-3_30.
[2] Cherepinsky, Y. D. (1998) Experimental research, computational-theoretical and theoretical analysis and implementation of seismic isolating KF structural systems into construction. Abstract of the dissertation for the degree of Doctor of Technical Sciences, Novosibirsk, Russia. (In Russian).
[3] Cherepinsky, Y. D. (2005) Seismic Insulation of Residential Buildings. KazGASA, Almaty, Kazakhstan. (In Russian).
[4] Yerzhanov, S. Y., Lapin, V. A., & Daugavet, V. P. (2017). Dynamic study of seismically isolated house with the aid of the stations of engineering seismometric service. Scientific and practical conference new construction trends in the XXI century, Almaty, Kazakhstan.
[5] Lapin V. A., Cherepinsky, Y. D. & Filippov. O. R. (1991). Seismic resistance of 9-floor buildings of the 158 series on kinematic foundations, Series of Civil Engineering (Republican Experience), KazGASA, Almaty, Kazakhstan. (In Russian).
[6] Lapin, V. (2019). Comparative Analysis of the Effect of Seismic Isolation by Means of Stations of Engineering Seismometric Service on Buildings. World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings. doi:10.37153/2686-7974-2019-16-482-488.
[7] Yerzhanov, S. Y., & Lapin, V. A. (2015). Systems of seismic isolation of buildings and structures in the Republic of Kazakhstan and the world's developed countries. Studies of seismic stability of constructions and structures: Ñollection of scientific papers, 23 (33), 164-192.
[8] Smirnov, V. I. (2009). Testing of buildings with seismic isolation systems with dynamic loads and real earthquakes. Earthquake-resistant construction. Safety of structures, (4), 16-22.
[9] Erzhanov, S. E., & Lapin, V. A. (2020). Seismic Isolation in the Republic of Kazakhstan: Past, Present and Future. Natural and Technological Risks. Building Safety, 2(45), 29–32. doi:10.55341/ptrbs.2020.45.2.002.
[10] Clemente, P., & Martelli, A. (2019). Seismically isolated buildings in Italy: State-of-the-art review and applications. Soil Dynamics and Earthquake Engineering, 119, 471–487. doi:10.1016/j.soildyn.2017.12.029.
[11] Clemente, P., & Martelli, A. (2019). Recent Applications of Seismic Isolation in Italy. World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings. doi:10.37153/2686-7974-2019-16-21-36.
[12] Calvi, P. M., & Calvi, G. M. (2018). Historical development of friction-based seismic isolation systems. Soil Dynamics and Earthquake Engineering, 106, 14–30. doi:10.1016/j.soildyn.2017.12.003.
[13] Zhang, C., & Ali, A. (2021). The advancement of seismic isolation and energy dissipation mechanisms based on friction. Soil Dynamics and Earthquake Engineering, 146, 106746. doi:10.1016/j.soildyn.2021.106746.
[14] Belash, T. A., Kostarev, V. V., Rutman, Ju. L., & Uzdin, A. M. (2019). Development of Seismoisolation in Russia. World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings. doi:10.37153/2686-7974-2019-16-82-97.
[15] Erdik, M. O. (2017). State of the art on application, R&D and design rules for seismic isolation and energy dissipation for buildings, bridges and viaducts, cultural heritage and chemical plants in Turkey. 14th World Conference on Seismic Isolation, Energy Dissipation on Active Oscillation Conference of Structures, 9-11 September, 2015, San Diego, United States.
[16] Qu, Z., Wang, F., Chen, X., Wang, X., & Zhou, Z. (2023). Rapid report of seismic damage to hospitals in the 2023 Turkey earthquake sequences. Earthquake Research Advances, 3(4), 100234. doi:10.1016/j.eqrea.2023.100234.
[17] Erdik, M., íœlker, Ö., Šžadan, B., & Tüzün, C. (2018). Seismic isolation code developments and significant applications in Turkey. Soil Dynamics and Earthquake Engineering, 115, 413–437. doi:10.1016/j.soildyn.2018.09.009.
[18] Ghasemi, M., & Talaeitaba, S. B. (2020). On the effect of seismic base isolation on seismic design requirements of RC structures. Structures, 28, 2244–2259. doi:10.1016/j.istruc.2020.09.063.
[19] Whittaker, D. (2019). Recent Developments in New Zealand In Seismic Isolation, Energy Dissipation and Vibration Control of Structures. World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings. doi:10.37153/2686-7974-2019-16-882-890.
[20] Kim, B. N. (2017) System of prefabricated girderless frame on kinematic foundations. International scientific and practical conference new construction trends in the 21st century, Almaty, Kazakhstan.
[21] Warn, G. P., & Ryan, K. L. (2012). A review of seismic isolation for buildings: Historical development and research needs. Buildings, 2(3), 300–325. doi:10.3390/buildings2030300.
[22] itayama, S., & Constantinou, M. C. (2019). Probabilistic seismic performance assessment of seismically isolated buildings designed by the procedures of ASCE/SEI 7 and other enhanced criteria. Engineering Structures, 179, 566–582. doi:10.1016/j.engstruct.2018.11.014.
[23] Bessimbayev, Y. T., Niyetbay, S. E., Awwad, T., Kuldeyev, E. I., Uderbayev, S. S., Zhumadilova, Z. O., & Zhambakina, Z. M. (2024). The Creation of Geotechnical Seismic Isolation from Materials with Damping Properties for the Protection of Architectural Monuments. Buildings, 14(6), 1572. doi:10.3390/buildings14061572.
[24] Lan, X., Zhang, L., Sun, B., & Pan, W. (2024). Study on the Damping Efficiency of a Structure with Additional Viscous Dampers Based on the Shaking Table Test. Buildings, 14(6), 1506. doi:10.3390/buildings14061506.
[25] Xu, Y., He, Q., Guo, Y.-Q., Huang, X.-H., Dong, Y.-R., Hu, Z.-W., & Kim, J. (2023). Experimental and Theoretical Investigation of Viscoelastic Damper by Applying Fractional Derivative Method and Internal Variable Theory. Buildings, 13(1), 239. doi:10.3390/buildings13010239.
[26] Titirla, M. D. (2023). A State-of-the-Art Review of Passive Energy Dissipation Systems in Steel Braces. Buildings, 13(4), 851. doi:10.3390/buildings13040851.
[27] Fujii, K., & Shioda, M. (2023). Energy-Based Prediction of the Peak and Cumulative Response of a Reinforced Concrete Building with Steel Damper Columns. Buildings, 13(2), 401. doi:10.3390/buildings13020401.
[28] Shapiro, G. A., Zakharov, V. F., Ashkinadze, G. N., & Simon, Yu. A. (1969) Study of nonlinear operation of structures of residential and public buildings using powerful oscillation machines. Moscow, Russia. (In Russian).
[29] Aptikaev, F, F. (2012) Instrumental scale of seismic intensity. Science and Education, Moscow, Russia. (In Russian).
[30] Silacheva, N. V., Stepanenko, N. P., Kurilova, O. K., Kudabayeva, A. D., & Danabayeva, A. T. (2024). Detailed seismic zoning of the East Kazakhstan region in the Republic of Kazakhstan. Geodesy and Geodynamics, 15(2), 156-165. doi:10.1016/j.geog.2023.08.005.
[31] Prokhorov, S. A. (2001). Mathematical description and modeling of random processes. State Aerospace Institute, Samara, Russia. (In Russian).
[32] Bissembayev, K., Iskakov, Z., & Sagadinova, A. (2022). Vibrations of a Rigid Body on Rolling Vibration Bearings in Case of Accidental Kinematic Perturbations. In The International Conference of IFToMM ITALY, 265-272. doi:10.1007/978-3-031-10776-4_31.
[33] Tyapin A.G. (2020) Plane oscillations of a rigid structure on kinematic supports by Yu.D. Cherepinsky. Earthquake-resistant Construction. Safety of Structures, No. 3, 3-18.
[34] Kouzakh, S. N. (1995) Designs of kinematic foundations in earthquake-resistant construction of buildings and structures in the Arab countries. Abstract of a dissertation for the degree of candidate of technical sciences. St. Petersburg, Russia.
[35] Kurzanov, A.V., Akhmedov, A.M. (1994). Full-scale research of a three-story fragment and five-storey building on seismic isolation, Express information from VNIIIS. Series 14. Antiseismic construction, Issue 2–3, 1-24.
[36] Cherepinsky, Y. D. (1972). Seismic stability of buildings on kinematic supports. Soil Mechanics and Foundation Engineering, 9(3), 164-168. doi:10.1007/BF01709306.
[37] Ryan, K. L., & Dao, N. D. (2016). Influence of Vertical Ground Shaking on Horizontal Response of Seismically Isolated Buildings with Friction Bearings. Journal of Structural Engineering, 142(1), 401589. doi:10.1061/(asce)st.1943-541x.0001352.
[38] Unal, M., & Warn, G. P. (2014). Optimal cost-effective topology of column bearings for reducing vertical acceleration demands in multistory base-isolated buildings. Earthquake Engineering and Structural Dynamics, 43(8), 1107–1127. doi:10.1002/eqe.2388.
[39] Lapin, V., Shokbarov, Y., & Temiraliuly, G. (2024). Seismic Isolation Systems in the Republic of Kazakhstan: Past and Present. Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures. WCSI 2023, Lecture Notes in Civil Engineering, 533, Springer, Cham, Switzerland. doi:10.1007/978-3-031-66888-3_30.
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