Statistical Estimation of Reliability Values for Large-Panel Buildings Based on Passportization Results
Vol. 11 No. 5 (2025): May
Research Articles
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Doi: 10.28991/CEJ-2025-011-05-019
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[1] Wardach, M., & Krentowski, J. R. (2023). Current perspective on large-panel buildings – A review. Structures, 58(12), 105537. doi:10.1016/j.istruc.2023.105537.
[2] Wardach, M. (2023). Assessment of the degradation state of joints in large-panel buildings. Engineering Failure Analysis, 145(3), 107020. doi:10.1016/j.engfailanal.2022.107020.
[3] Wardach, M., Krentowski, J. R., & Mackiewicz, M. (2022). Evaluation of precast beam deflections resulting in cracks in curtain walls. Engineering Failure Analysis, 140. doi:10.1016/j.engfailanal.2022.106568.
[4] Szulc, J., & Piekarczuk, A. (2022). Diagnostics and technical condition assessment of large-panel residential buildings in Poland. Journal of Building Engineering, 50, 104144. doi:10.1016/j.jobe.2022.104144.
[5] Yudina, A., Belozerov, P., & Demichev, Y. (2021). Innovative solutions for connecting elements of increased factory ready of large-panel buildings in the Arctic zone. Transportation Research Procedia, 57, 748–754. doi:10.1016/j.trpro.2021.09.109.
[6] Zhunusov T.J. (1990). Fundamentals of earthquake resistance of structures. Russian Academy of Sciences, Almaty, Kazakhstan.
[7] Nemchinov, Y. (2008). Seismic resistance of buildings and structures. Parts II, Kyiv, Ukraine.
[8] Taubayev A.S. (2008). Analytical note on seismic regime of Almaty city and earthquake resistance of its construction. Bulletin of JSC KazRDICA, Almaty, Kazakhstan.
[9] Zhunusov T. J., Musienko V. L., & Chechelev V. V. (1967). Strength and deformability of a full-scale compartment of a large-panel house under the action of horizontal forces of seismic type. Investigation of Seismic Resistance of Structures and Constructions, 1(9), 57-80.
[10] Zhunusov T. Z., Ashimbayev M. N., Buchatsky Y. G., & Zhusupbekov B. (2017). Vibration tests of 5-story experimental residential building of 69 series. - Research of Earthquake Resistance of Structures and Constructions, 25(35), 36-48.
[11] Shakhnovich Y. G., & Azhibekov A. D. (2017). Studies of full-scale fragments of external walls of large-panel buildings of E147 series. Research of Earthquake Resistance of Structures and Constructions, 25(35), 56-64.
[12] Tsipenyuk, I. F. (1988). Damageability and reliability of large-panel buildings under seismic actions. Investigations on seismic hazard. Problems of Earthquakes Engineering, 29, 141-153.
[13] Tsipenyuk, I. F. (1987). Reliability Assessment and Consideration of Earthquake Recurrence in Calculations of Large-Panel Buildings for Seismic Impacts. Development of Methods of Calculation on Seismic Resistance, 138-152.
[14] Denisov B. Y. (1987). Investigation of large-panel buildings performance on the basis of information from engineering seismic stations. Development of Methods of Calculation Methods for Seismic Resistance, 153-159.
[15] Zhunusov T. J., Aubakirov A. T., Ashimbaev M.N., Budanov V. I., & Buchatsky E. G. (1974). Damage to buildings and structures in Dzhambul during the Earthquake of May 10, 1971, Almaty, Kazakhstan.
[16] Cherepinsky, Y. D. (2003). Seismic isolation of residential buildings. KazGASA, 158, Almaty, Kazakhstan.
[17] Cherepinsky Y. D., Filippov O. R., & Shershnev A. V. (2017). Assessment of earthquake resistance of large-panel houses on kinematic (KF) foundations. Research of Earthquake Resistance of Structures and Constructions, 25(35), 68-89.
[18] Lapin, V., Aldakhov, Y., Aldakhov, S., & Ali, A. (2021). Probabilistic estimation of reliability and failure values for monolithic buildings based on the results of certification. Earthquake Engineering. Construction Safety, 3(4), 50–63. doi:10.37153/2618-9283-2021-4-50-63.
[19] Lapin V. A., & Yerzhanov S. A. (2016). Problems of determination of seismic risk for settlements of the Republic of Kazakhstan. Bulletin of JSC KazRDICA, 7, 20-24.
[20] Lapin, V. A., & Yerzhanov, S. A. (2017) Algorithms for determination of seismic risk for buildings and structures in the Republic of Kazakhstan. Seismic-resistant construction. Safety of constructions, 3, 31-39.
[21] Aldakhov Y. S. (2019). Methods of seismic risk assessment in relation to the megacity of Almaty city. Bulletin of JSC KazRDICA, 7(95), 35-46.
[22] Tuleyev T. D., Aldakhov S. D., Aldakhov Y. S., Bitimbaev A. T., Ali A. B., Tazhikenov A. B., Lobodryga T. D. (2018). Passportization of real estate objects of Almaty city. Bulletin of JSC KazRDICA, 2(78), 6-10.
[23] Shokbarov Y. M. (2020). Passportization of buildings and structures of Almaty city. Bulletin of JSC KazRDICA, 1(1-3), 93-96.
[24] Khakimov Sh. A. (2001). Some issues of seismic risk assessment and anti-seismic strengthening of buildings. Research of Seismic Resistance of Constructions and Structures, 20(30), 167-184.
[25] Raiser V.D. (2010). Theory of reliability of structures. ASV Publishing House, Moscow, Russia.
[26] Li, S., & Shen, L. (2024). Seismic Optimization Design and Application of Civil Engineering Structures Integrated with Building Robot System Technology. HighTech and Innovation Journal, 5(4), 1118-1134. doi:10.28991/HIJ-2024-05-04-017.
[27] Dzhinchvelashvili, G. A., Dzerzhinsky, R. I., & Denisenkova, N. N. (2018). Quantitative assessment of seismic risk and energy concepts of earthquake engineering. Computer Research and Modeling, 10(1), 61–76. doi:10.20537/2076-7633-2018-10-1-61-76.
[28] Eisenberg, Y.M. (2004) Seismic risk models and methodological problems of planning seismic disaster mitigation measures. Seismic-resistant construction. Safety of Constructions, 6, 31-37.
[29] Koff G. L., Gusev A. A., Vorobyev Y.L., & Kozmenko S. N. (1998). Assessment of consequences of emergency situations. IPK REFIA, Moscow, Russia.
[30] Napetvaridze Sh. G. (1985) Probabilistic problems of engineering seismology and theory of earthquake resistance. Metszniereba Publishing House, Tbilisi, Georgia.
[31] Rashid, M. S., Zhang, D., Moon, S. W., Sarkulova, D., Shokbarov, Y., & Kim, J. (2023). Macro-Seismic Assessment for Residential Buildings Constructed in the Soviet Union Era in Almaty, Kazakhstan. Buildings, 13(4), 1053. doi:10.3390/buildings13041053.
[32] Kim, S., & Wallace, J. W. (2022). Reliability of structural wall shear design for tall reinforced-concrete core wall buildings. Engineering Structures, 252(2), 113492. doi:10.1016/j.engstruct.2021.113492.
[33] Costa, L. G. L., & Beck, A. T. (2024). A critical review of probabilistic live load models for buildings: Models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, 106(1), 10241. doi:10.1016/j.strusafe.2023.102411.
[34] Xu, C., Chen, J., & Li, J. (2024). Global sensitivity analysis of the maximum live load and its applications. Structural Safety, 109(7), 102476. doi:10.1016/j.strusafe.2024.102476.
[35] Shao, M., Pershakov, V. M., Lysnytska, K. M., Pylypenko, O. I., & Bieliatynskyi, A. (2024). Calculation and evaluation of building reliability taking into account the progressive collapse. Journal of Engineering Research (Kuwait), 1-14. doi:10.1016/j.jer.2024.10.003.
[36] Fadel Miguel, L. F., Lopez, R. H., Torii, A. J., & Beck, A. T. (2022). Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings. Structures, 45(11), 415–426. doi:10.1016/j.istruc.2022.08.121.
[37] Ontiveros-Pérez, S. P., & Miguel, L. F. F. (2022). Reliability-based optimum design of multiple tuned mass dampers for minimization of the probability of failure of buildings under earthquakes. Structures, 42(8), 144–159. doi:10.1016/j.istruc.2022.06.015.
[38] Lapin, V., Kim, B., Shakhnovich, A., Shokbarov, Y., & Aldakhov, Y. (2024). Kinematic Seismic Isolation System with Magnetic Dampers. Civil Engineering Journal (Iran), 10(11), 3738–3753. doi:10.28991/CEJ-2024-010-11-018.
[39] Thiel, C. C., Zsutty, T. C., & Lee, Y. J. (2021). Article reliability of seismic performance assessments for individual buildings and portfolios. Risks, 9(7), 129. doi:10.3390/risks9070129.
[40] Lapin, V., Shokbarov, Y., & Aldakhov, Y. (2024). The Buildings' Reliability Calculating Method Using a Simple Seismic Impact Model. Civil Engineering Journal (Iran), 10(8), 2734–2744. doi:10.28991/CEJ-2024-010-08-019.
[41] Liu, X. X., & Wang, Y. S. (2018). A new formulation on seismic risk assessment for reinforced concrete structures with both random and bounded uncertainties. Discrete Dynamics in Nature and Society, 2018(1), 1–15. doi:10.1155/2018/5027958.
[42] Fathi-Fazl, R., Jacques, E., Cai, Z., Kadhom, B., Saassouh, B., & Motazedian, D. (2018). Development of a preliminary seismic risk screening tool for existing buildings in Canada. Canadian Journal of Civil Engineering, 45(9), 717–727. doi:10.1139/cjce-2017-0504.
[43] Bunea, G., Doniga, C., & Atanasiu, G. M. (2017). Study Concerning the Level of Seismic Risk in Iasi Municipality. Advanced Engineering Forum, 21, 86–93. doi:10.4028/www.scientific.net/aef.21.86.
[44] Ahmad, N., Ali, Q., Adil, M., & Khan, A. N. (2018). Developing Seismic Risk Prediction Functions for Structures. Shock and Vibration, 2018(29), 1–22. doi:10.1155/2018/4186015.
[45] Hare, H. J. (2019). A different way of thinking about seismic risk: A call for debate. Bulletin of the New Zealand Society for Earthquake Engineering, 52(3), 141–149. doi:10.5459/BNZSEE.52.3.141-149.
[46] Lapin, V. A., Yerzhanov, S. E., & Aldakhov, Y. S. (2020). Statistical modeling of a seismic isolation object under random seismic exposure. Journal of Physics: Conference Series, 1425(1), 12006. doi:10.1088/1742-6596/1425/1/012006.
[47] Dyrda, V., Kobets, A., Bulat, I., Lapin, V., Lysytsia, N., Ahaltsov, H., & Sokol, S. (2019). Vibroseismic protection of heavy mining machines, buildings and structures. E3S Web of Conferences, 109, 22. doi:10.1051/e3sconf/201910900022.
[48] Bulat, A. F., Dyrda, V. I., Lysytsya, M. I., & Grebenyuk, S. M. (2018). Numerical Simulation of the Stress-Strain State of Thin-Layer Rubber-Metal Vibration Absorber Elements Under Nonlinear Deformation. Strength of Materials, 50(3), 387–395. doi:10.1007/s11223-018-9982-9.
[49] Bulat, A. F., Dyrda, V. I., Grebenyuk, S. N., & Klimenko, M. I. (2019). Determination of Effective Characteristics of the Fibrous Viscoelastic Composite with Transversal and Isotropic Components. Strength of Materials, 51(2), 183–192. doi:10.1007/s11223-019-00064-x.
[2] Wardach, M. (2023). Assessment of the degradation state of joints in large-panel buildings. Engineering Failure Analysis, 145(3), 107020. doi:10.1016/j.engfailanal.2022.107020.
[3] Wardach, M., Krentowski, J. R., & Mackiewicz, M. (2022). Evaluation of precast beam deflections resulting in cracks in curtain walls. Engineering Failure Analysis, 140. doi:10.1016/j.engfailanal.2022.106568.
[4] Szulc, J., & Piekarczuk, A. (2022). Diagnostics and technical condition assessment of large-panel residential buildings in Poland. Journal of Building Engineering, 50, 104144. doi:10.1016/j.jobe.2022.104144.
[5] Yudina, A., Belozerov, P., & Demichev, Y. (2021). Innovative solutions for connecting elements of increased factory ready of large-panel buildings in the Arctic zone. Transportation Research Procedia, 57, 748–754. doi:10.1016/j.trpro.2021.09.109.
[6] Zhunusov T.J. (1990). Fundamentals of earthquake resistance of structures. Russian Academy of Sciences, Almaty, Kazakhstan.
[7] Nemchinov, Y. (2008). Seismic resistance of buildings and structures. Parts II, Kyiv, Ukraine.
[8] Taubayev A.S. (2008). Analytical note on seismic regime of Almaty city and earthquake resistance of its construction. Bulletin of JSC KazRDICA, Almaty, Kazakhstan.
[9] Zhunusov T. J., Musienko V. L., & Chechelev V. V. (1967). Strength and deformability of a full-scale compartment of a large-panel house under the action of horizontal forces of seismic type. Investigation of Seismic Resistance of Structures and Constructions, 1(9), 57-80.
[10] Zhunusov T. Z., Ashimbayev M. N., Buchatsky Y. G., & Zhusupbekov B. (2017). Vibration tests of 5-story experimental residential building of 69 series. - Research of Earthquake Resistance of Structures and Constructions, 25(35), 36-48.
[11] Shakhnovich Y. G., & Azhibekov A. D. (2017). Studies of full-scale fragments of external walls of large-panel buildings of E147 series. Research of Earthquake Resistance of Structures and Constructions, 25(35), 56-64.
[12] Tsipenyuk, I. F. (1988). Damageability and reliability of large-panel buildings under seismic actions. Investigations on seismic hazard. Problems of Earthquakes Engineering, 29, 141-153.
[13] Tsipenyuk, I. F. (1987). Reliability Assessment and Consideration of Earthquake Recurrence in Calculations of Large-Panel Buildings for Seismic Impacts. Development of Methods of Calculation on Seismic Resistance, 138-152.
[14] Denisov B. Y. (1987). Investigation of large-panel buildings performance on the basis of information from engineering seismic stations. Development of Methods of Calculation Methods for Seismic Resistance, 153-159.
[15] Zhunusov T. J., Aubakirov A. T., Ashimbaev M.N., Budanov V. I., & Buchatsky E. G. (1974). Damage to buildings and structures in Dzhambul during the Earthquake of May 10, 1971, Almaty, Kazakhstan.
[16] Cherepinsky, Y. D. (2003). Seismic isolation of residential buildings. KazGASA, 158, Almaty, Kazakhstan.
[17] Cherepinsky Y. D., Filippov O. R., & Shershnev A. V. (2017). Assessment of earthquake resistance of large-panel houses on kinematic (KF) foundations. Research of Earthquake Resistance of Structures and Constructions, 25(35), 68-89.
[18] Lapin, V., Aldakhov, Y., Aldakhov, S., & Ali, A. (2021). Probabilistic estimation of reliability and failure values for monolithic buildings based on the results of certification. Earthquake Engineering. Construction Safety, 3(4), 50–63. doi:10.37153/2618-9283-2021-4-50-63.
[19] Lapin V. A., & Yerzhanov S. A. (2016). Problems of determination of seismic risk for settlements of the Republic of Kazakhstan. Bulletin of JSC KazRDICA, 7, 20-24.
[20] Lapin, V. A., & Yerzhanov, S. A. (2017) Algorithms for determination of seismic risk for buildings and structures in the Republic of Kazakhstan. Seismic-resistant construction. Safety of constructions, 3, 31-39.
[21] Aldakhov Y. S. (2019). Methods of seismic risk assessment in relation to the megacity of Almaty city. Bulletin of JSC KazRDICA, 7(95), 35-46.
[22] Tuleyev T. D., Aldakhov S. D., Aldakhov Y. S., Bitimbaev A. T., Ali A. B., Tazhikenov A. B., Lobodryga T. D. (2018). Passportization of real estate objects of Almaty city. Bulletin of JSC KazRDICA, 2(78), 6-10.
[23] Shokbarov Y. M. (2020). Passportization of buildings and structures of Almaty city. Bulletin of JSC KazRDICA, 1(1-3), 93-96.
[24] Khakimov Sh. A. (2001). Some issues of seismic risk assessment and anti-seismic strengthening of buildings. Research of Seismic Resistance of Constructions and Structures, 20(30), 167-184.
[25] Raiser V.D. (2010). Theory of reliability of structures. ASV Publishing House, Moscow, Russia.
[26] Li, S., & Shen, L. (2024). Seismic Optimization Design and Application of Civil Engineering Structures Integrated with Building Robot System Technology. HighTech and Innovation Journal, 5(4), 1118-1134. doi:10.28991/HIJ-2024-05-04-017.
[27] Dzhinchvelashvili, G. A., Dzerzhinsky, R. I., & Denisenkova, N. N. (2018). Quantitative assessment of seismic risk and energy concepts of earthquake engineering. Computer Research and Modeling, 10(1), 61–76. doi:10.20537/2076-7633-2018-10-1-61-76.
[28] Eisenberg, Y.M. (2004) Seismic risk models and methodological problems of planning seismic disaster mitigation measures. Seismic-resistant construction. Safety of Constructions, 6, 31-37.
[29] Koff G. L., Gusev A. A., Vorobyev Y.L., & Kozmenko S. N. (1998). Assessment of consequences of emergency situations. IPK REFIA, Moscow, Russia.
[30] Napetvaridze Sh. G. (1985) Probabilistic problems of engineering seismology and theory of earthquake resistance. Metszniereba Publishing House, Tbilisi, Georgia.
[31] Rashid, M. S., Zhang, D., Moon, S. W., Sarkulova, D., Shokbarov, Y., & Kim, J. (2023). Macro-Seismic Assessment for Residential Buildings Constructed in the Soviet Union Era in Almaty, Kazakhstan. Buildings, 13(4), 1053. doi:10.3390/buildings13041053.
[32] Kim, S., & Wallace, J. W. (2022). Reliability of structural wall shear design for tall reinforced-concrete core wall buildings. Engineering Structures, 252(2), 113492. doi:10.1016/j.engstruct.2021.113492.
[33] Costa, L. G. L., & Beck, A. T. (2024). A critical review of probabilistic live load models for buildings: Models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, 106(1), 10241. doi:10.1016/j.strusafe.2023.102411.
[34] Xu, C., Chen, J., & Li, J. (2024). Global sensitivity analysis of the maximum live load and its applications. Structural Safety, 109(7), 102476. doi:10.1016/j.strusafe.2024.102476.
[35] Shao, M., Pershakov, V. M., Lysnytska, K. M., Pylypenko, O. I., & Bieliatynskyi, A. (2024). Calculation and evaluation of building reliability taking into account the progressive collapse. Journal of Engineering Research (Kuwait), 1-14. doi:10.1016/j.jer.2024.10.003.
[36] Fadel Miguel, L. F., Lopez, R. H., Torii, A. J., & Beck, A. T. (2022). Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings. Structures, 45(11), 415–426. doi:10.1016/j.istruc.2022.08.121.
[37] Ontiveros-Pérez, S. P., & Miguel, L. F. F. (2022). Reliability-based optimum design of multiple tuned mass dampers for minimization of the probability of failure of buildings under earthquakes. Structures, 42(8), 144–159. doi:10.1016/j.istruc.2022.06.015.
[38] Lapin, V., Kim, B., Shakhnovich, A., Shokbarov, Y., & Aldakhov, Y. (2024). Kinematic Seismic Isolation System with Magnetic Dampers. Civil Engineering Journal (Iran), 10(11), 3738–3753. doi:10.28991/CEJ-2024-010-11-018.
[39] Thiel, C. C., Zsutty, T. C., & Lee, Y. J. (2021). Article reliability of seismic performance assessments for individual buildings and portfolios. Risks, 9(7), 129. doi:10.3390/risks9070129.
[40] Lapin, V., Shokbarov, Y., & Aldakhov, Y. (2024). The Buildings' Reliability Calculating Method Using a Simple Seismic Impact Model. Civil Engineering Journal (Iran), 10(8), 2734–2744. doi:10.28991/CEJ-2024-010-08-019.
[41] Liu, X. X., & Wang, Y. S. (2018). A new formulation on seismic risk assessment for reinforced concrete structures with both random and bounded uncertainties. Discrete Dynamics in Nature and Society, 2018(1), 1–15. doi:10.1155/2018/5027958.
[42] Fathi-Fazl, R., Jacques, E., Cai, Z., Kadhom, B., Saassouh, B., & Motazedian, D. (2018). Development of a preliminary seismic risk screening tool for existing buildings in Canada. Canadian Journal of Civil Engineering, 45(9), 717–727. doi:10.1139/cjce-2017-0504.
[43] Bunea, G., Doniga, C., & Atanasiu, G. M. (2017). Study Concerning the Level of Seismic Risk in Iasi Municipality. Advanced Engineering Forum, 21, 86–93. doi:10.4028/www.scientific.net/aef.21.86.
[44] Ahmad, N., Ali, Q., Adil, M., & Khan, A. N. (2018). Developing Seismic Risk Prediction Functions for Structures. Shock and Vibration, 2018(29), 1–22. doi:10.1155/2018/4186015.
[45] Hare, H. J. (2019). A different way of thinking about seismic risk: A call for debate. Bulletin of the New Zealand Society for Earthquake Engineering, 52(3), 141–149. doi:10.5459/BNZSEE.52.3.141-149.
[46] Lapin, V. A., Yerzhanov, S. E., & Aldakhov, Y. S. (2020). Statistical modeling of a seismic isolation object under random seismic exposure. Journal of Physics: Conference Series, 1425(1), 12006. doi:10.1088/1742-6596/1425/1/012006.
[47] Dyrda, V., Kobets, A., Bulat, I., Lapin, V., Lysytsia, N., Ahaltsov, H., & Sokol, S. (2019). Vibroseismic protection of heavy mining machines, buildings and structures. E3S Web of Conferences, 109, 22. doi:10.1051/e3sconf/201910900022.
[48] Bulat, A. F., Dyrda, V. I., Lysytsya, M. I., & Grebenyuk, S. M. (2018). Numerical Simulation of the Stress-Strain State of Thin-Layer Rubber-Metal Vibration Absorber Elements Under Nonlinear Deformation. Strength of Materials, 50(3), 387–395. doi:10.1007/s11223-018-9982-9.
[49] Bulat, A. F., Dyrda, V. I., Grebenyuk, S. N., & Klimenko, M. I. (2019). Determination of Effective Characteristics of the Fibrous Viscoelastic Composite with Transversal and Isotropic Components. Strength of Materials, 51(2), 183–192. doi:10.1007/s11223-019-00064-x.
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