Study of the influence of metro loads on the destruction of nearby buildings and construction structures using BIM technologies
Abstract
The authors studied the influence of metro loads on the destruction of nearby buildings and construction structures with the help of BIM technologies in order to eliminate the human factor at the design stage. In the study, numerical modeling was carried out using the LIRA-SAPR software package, and dynamic loadings were set by the time integration technique. The suggested technique involved a nonlinear dynamic analysis conducted considering the time factor; the parameters of the stress-strain state (displacement, force, stress) were determined at each moment of exposure, changing the rigid characteristics of the building structures. The authors conducted a structural assessment of an unfinished construction facility, considering the vibrodynamic loads of the metro. Numerous models were adopted as the structural designs of buildings that consider various impact factors, such as nonlinear soil behavior and permanent action and the nature of dynamic loads. The comparison with experimental data confirmed the theoretical and computational parts of the developed technique. The study determined the vibrodynamic impact of the metro on the construction structures. Verification of the developed methodology based on BIM technologies was carried out by comparing the results of numerical experiments with the results of subsequent full-scale vibration tests.
Keyword : metro, BIM technologies, finite element method, vibrodynamic loads
How to Cite
Bashynskyi, Y., Barabash, M., & Bieliatynskyi, A. (2023). Study of the influence of metro loads on the destruction of nearby buildings and construction structures using BIM technologies. Journal of Civil Engineering and Management, 29(8), 714–728. https://doi.org/10.3846/jcem.2023.20147
This work is licensed under a Creative Commons Attribution 4.0 International License.
References
Antonovskaya, G. N., Kapustyan, N. K., & Basakina, I. M. (2010). Experimental assessment of dynamic impacts from technogenic sources of vibration on structures. Building Constructions. Construction in Seismic Areas of Ukraine, 73, 655–660.
Assimaki, D., Kausel, E., & Gazetas, G. (2005). Wave propagation and soil-structure inter- action on a cliff crest during the 1999 Athens Earthquake. Soil Dynamics and Earthquake Engineering, 25, 513–527. https://doi.org/10.1016/j.soildyn.2004.11.031
Banakh, V. A. (2011a). Modeling of building structures operation of operated buildings during the transmission of dynamic effects through the soil massif. Bulletin of Dnipropetrovsk National University of Railway Transport Named After Academician V. Lazaryan, 39, 18–22.
Banakh, V. A. (2011b). Features of modeling the interaction of buildings with soil foundations in complex engineering and geological conditions under dynamic influences. Urban Planning and Spatial Planning, 40(1), 86–92.
Banakh, V. A. (2011c). Influence of dynamic impacts on the strength and comfort of buildings operated in complex engineering and geological conditions. Zaporizhzhia State Engineering Academy.
Banakh, V. A. (2012). Application of static-dynamic design models of long-term exploited buildings together with the base under dynamic impacts from construction processes. Urban Planning and Spatial Planning, 46, 38–47.
Barabash, M. (2014). Computer modeling of the life cycle processes of construction objects. Stal.
Barabash, M., Romashkyna, M., & Bashynskyi, Y. (2016a). Determination of the vibrational influence of moving transport in densely built cities. In Proceedings of the 19th Conference for Junior Researchers “Science – Future of Lithuania” (pp. 30–33), Vilnius, Lithuania.
Barabash, M., Bashinsky, Y., & Gushcha, Y. (2016b). Influence of subway dynamic loads on the stress-strain state of load-bearing structures. Problems of Urban Development, 2(16), 17–27.
Barabash, M., Bashinsky, Y., & Korjakins, A. (2017a). Stress-strain state of the structure in the service area of underground railway. IOP Conference Series: Materials Science and Engineering, 251, 27–29. https://doi.org/10.1088/1757-899X/251/1/012100
Barabash, M., Romashkina, M., Bashinsky, J., Leonenk, A., & Sydorchenk, M. (2017b). Numerical study of building vibration caused by traffic of underground trains. In Proceedings of the 20th Conference for Junior Researchers “Science – Future of Lithuania”. Transport Engineering and Management (pp. 33–37), Vilnius, Lithuania.
Bashinsky, Y., & Barabash, M. (2012). Methods for designing construction objects based on BIM technologies. Problems of Urban Development, 7, 22–28.
Bashinsky, Y. (2018). Methodology for the formation of a calculation model of an object in progress under the influence of the subway. Problems of Urban Environment Development, 1(20), 33–37.
Bazhenov, V. G., Zefirov, S. V., & Laptev, P. V. (2005). Numerical modeling of structures interaction problems with a two-layer soil base under seismic impacts. Problems of Strength and Plasticity, 67, 162–167. https://doi.org/10.32326/1814-9146-2005-67-1-162-167
Borisov, E. K., Alimov, S. G., & Usov, A. G. (2007). Experimental structure dynamics: Vehicle vibration monitoring. KamchatNTU.
Dorofeev, V. M. (2006). Method for determining the period and logarithmic decrement of the fundamental tone of natural oscillations of buildings and structures. Industrial and Civil Engineering, 4, 28–29.
Duan, Y., & Liu, H. (2023). Research on BIM technology-based measurement method of stress parameters of prefabricated building engineering. International Journal of Critical Infrastructures, 19(3), 199–210. https://doi.org/10.1504/IJCIS.2023.130911
German Institute for Standardization. (1999). Structural vibration Part 3: Effects of vibration on structures (DIN 4150-3:1999). Berlin.
Gorodetskiy, D. A., Titok, V. P., Artamonova, A. E., & Vodopyanov, R. Y. (2015). Software package LIRA-SAPR 2015 (Electronic edition). Мoscow.
Guo, J., Xu, L., Xu, C., Chen, R., & Lin, J. (2022). Dynamic response analysis on stress and displacement of the shield tunnel structure and soil layer under train-induced vibration in Xiamen metro line 6. Sustainability, 14(19), 11962. https://doi.org/10.3390/su141911962
Hughes, P. (2016). Introduction to health and safety in construction (5th ed.). Routledge. https://doi.org/10.4324/9781315858708
International Organization for Standardization. (2010). Mechanical vibration and shock (ISO 4866:2010).
Interstate Council for Standardization, Metrology and Certification. (2004). Occupational safety standards system. Vibration safety. General requirements (GOST 12.1.012-2004). https://files.stroyinf.ru/Data/440/44030.pdf
Kiselev, D. V., & Berzhinsky, Y. (2008). Dynamic analysis of earthquake-resistant buildings with irregular structure. Bulletin of the East Siberian State Technological University, 2, 161–165.
Komandyrov, O. (2020). Research of models, methods and means of assessment of technical condition of construction objects in the conditions of loads and influences of transport magistrals. Management of Development of Complex Systems, 43, 104–109. https://doi.org/10.32347/2412-9933.2020.43.104-109
Kril, T. V. (2008). Vibration injection at the geological center of the city. Geological Journal, 2, 91–99.
Kulyabko, V. V. (2010). Dynamics and causes of accidents in structures and ways to prevent them. Prevention of Accidents in Buildings and Structures, 9, 86–90.
Kun, M., & Onargan, T. (2013). Influence of the fault zone in shallow tunneling: A case study of Izmir Metro Tunnel. Tunnelling and Underground Space Technology, 33, 34–45. https://doi.org/10.1016/j.tust.2012.06.016
Marienkov, N. H. (2013). Experimental-theoretical estimates of seismic resistance of buildings. Research Institute of Building Structures, Kyiv.
Ministry of Regional Development of Ukraine. (1996). Vibration standards (CH 2.2.4 / 2.1.8.566-96). Ukrarkhbudinform, Kyiv.
Ministry of Regional Development of Ukraine. (2005). Buildings and structures. Residential buildings. Substantive provisions (DBN 2.5- 15-2005). Derzhbud, Kyiv.
Ministry of Regional Development of Ukraine. (2011). Concrete and reinforced concrete structures. Main features (DBN B.2.6-98:2009). Ukrarkhbudinform, Kyiv.
Ministry of Regional Development of Ukraine. (2014). Construction in seismic areas of Ukraine (DBN B.1.1-12-2014). Ukrarkhbudinform, Kyiv.
Ministry of Regional Development of Ukraine. (2018). General principles for ensuring the reliability and structural safety of buildings, structures, building structures and foundations (DBN V. 1.2-14:2018). Ukrarkhbudinform, Kyiv.
Ministry of Regional Development of Ukraine. (2019). Metro. Transport facilities (DBN B.2.3-7-2018). Ukrarkhbudinform, Kyiv.
Newmark, N. M., & Rosenblueth, E. (1971). Fundamentals of earthquake engineering. Prentice Hall.
Niemchynov, Y. I. & Kaliukh, Y. (2004). Improving the technogenic safety of construction projects based on monitoring systems. World of Geotechnics, 4, 7–14.
Perelmuter, A. V., & Slivker, V. I. (2002). Calculation models of structures and the possibility of their analysis. Stal.
Sushchev, S. P., Samarin, V. V., & Adamenko, I. A. (2009). Monitoring of the technical condition of the load-bearing structures of a high-rise building. Prevention of Buildings and Structures Accidents, 8, 15–26.
Verkhovna Rada of Ukraine. (1999a). Law of Ukraine No DSN 3.3.6.039-99 “State sanitary norms of industrial general and local vibration”. https://zakon.rada.gov.ua/rada/show/va039282-99#Text
Verkhovna Rada of Ukraine. (1999b). Law of Ukraine No DSN 3.3.6.042-99 “Sanitary norms of microclimate of industrial premises”. https://zakon.rada.gov.ua/rada/show/va042282-99#Text
Weaver Jr., W., Timoshenko, S. P., & Young, D. H. (1991). Vibration problems in engineering (5th ed.). Wiley.
Assimaki, D., Kausel, E., & Gazetas, G. (2005). Wave propagation and soil-structure inter- action on a cliff crest during the 1999 Athens Earthquake. Soil Dynamics and Earthquake Engineering, 25, 513–527. https://doi.org/10.1016/j.soildyn.2004.11.031
Banakh, V. A. (2011a). Modeling of building structures operation of operated buildings during the transmission of dynamic effects through the soil massif. Bulletin of Dnipropetrovsk National University of Railway Transport Named After Academician V. Lazaryan, 39, 18–22.
Banakh, V. A. (2011b). Features of modeling the interaction of buildings with soil foundations in complex engineering and geological conditions under dynamic influences. Urban Planning and Spatial Planning, 40(1), 86–92.
Banakh, V. A. (2011c). Influence of dynamic impacts on the strength and comfort of buildings operated in complex engineering and geological conditions. Zaporizhzhia State Engineering Academy.
Banakh, V. A. (2012). Application of static-dynamic design models of long-term exploited buildings together with the base under dynamic impacts from construction processes. Urban Planning and Spatial Planning, 46, 38–47.
Barabash, M. (2014). Computer modeling of the life cycle processes of construction objects. Stal.
Barabash, M., Romashkyna, M., & Bashynskyi, Y. (2016a). Determination of the vibrational influence of moving transport in densely built cities. In Proceedings of the 19th Conference for Junior Researchers “Science – Future of Lithuania” (pp. 30–33), Vilnius, Lithuania.
Barabash, M., Bashinsky, Y., & Gushcha, Y. (2016b). Influence of subway dynamic loads on the stress-strain state of load-bearing structures. Problems of Urban Development, 2(16), 17–27.
Barabash, M., Bashinsky, Y., & Korjakins, A. (2017a). Stress-strain state of the structure in the service area of underground railway. IOP Conference Series: Materials Science and Engineering, 251, 27–29. https://doi.org/10.1088/1757-899X/251/1/012100
Barabash, M., Romashkina, M., Bashinsky, J., Leonenk, A., & Sydorchenk, M. (2017b). Numerical study of building vibration caused by traffic of underground trains. In Proceedings of the 20th Conference for Junior Researchers “Science – Future of Lithuania”. Transport Engineering and Management (pp. 33–37), Vilnius, Lithuania.
Bashinsky, Y., & Barabash, M. (2012). Methods for designing construction objects based on BIM technologies. Problems of Urban Development, 7, 22–28.
Bashinsky, Y. (2018). Methodology for the formation of a calculation model of an object in progress under the influence of the subway. Problems of Urban Environment Development, 1(20), 33–37.
Bazhenov, V. G., Zefirov, S. V., & Laptev, P. V. (2005). Numerical modeling of structures interaction problems with a two-layer soil base under seismic impacts. Problems of Strength and Plasticity, 67, 162–167. https://doi.org/10.32326/1814-9146-2005-67-1-162-167
Borisov, E. K., Alimov, S. G., & Usov, A. G. (2007). Experimental structure dynamics: Vehicle vibration monitoring. KamchatNTU.
Dorofeev, V. M. (2006). Method for determining the period and logarithmic decrement of the fundamental tone of natural oscillations of buildings and structures. Industrial and Civil Engineering, 4, 28–29.
Duan, Y., & Liu, H. (2023). Research on BIM technology-based measurement method of stress parameters of prefabricated building engineering. International Journal of Critical Infrastructures, 19(3), 199–210. https://doi.org/10.1504/IJCIS.2023.130911
German Institute for Standardization. (1999). Structural vibration Part 3: Effects of vibration on structures (DIN 4150-3:1999). Berlin.
Gorodetskiy, D. A., Titok, V. P., Artamonova, A. E., & Vodopyanov, R. Y. (2015). Software package LIRA-SAPR 2015 (Electronic edition). Мoscow.
Guo, J., Xu, L., Xu, C., Chen, R., & Lin, J. (2022). Dynamic response analysis on stress and displacement of the shield tunnel structure and soil layer under train-induced vibration in Xiamen metro line 6. Sustainability, 14(19), 11962. https://doi.org/10.3390/su141911962
Hughes, P. (2016). Introduction to health and safety in construction (5th ed.). Routledge. https://doi.org/10.4324/9781315858708
International Organization for Standardization. (2010). Mechanical vibration and shock (ISO 4866:2010).
Interstate Council for Standardization, Metrology and Certification. (2004). Occupational safety standards system. Vibration safety. General requirements (GOST 12.1.012-2004). https://files.stroyinf.ru/Data/440/44030.pdf
Kiselev, D. V., & Berzhinsky, Y. (2008). Dynamic analysis of earthquake-resistant buildings with irregular structure. Bulletin of the East Siberian State Technological University, 2, 161–165.
Komandyrov, O. (2020). Research of models, methods and means of assessment of technical condition of construction objects in the conditions of loads and influences of transport magistrals. Management of Development of Complex Systems, 43, 104–109. https://doi.org/10.32347/2412-9933.2020.43.104-109
Kril, T. V. (2008). Vibration injection at the geological center of the city. Geological Journal, 2, 91–99.
Kulyabko, V. V. (2010). Dynamics and causes of accidents in structures and ways to prevent them. Prevention of Accidents in Buildings and Structures, 9, 86–90.
Kun, M., & Onargan, T. (2013). Influence of the fault zone in shallow tunneling: A case study of Izmir Metro Tunnel. Tunnelling and Underground Space Technology, 33, 34–45. https://doi.org/10.1016/j.tust.2012.06.016
Marienkov, N. H. (2013). Experimental-theoretical estimates of seismic resistance of buildings. Research Institute of Building Structures, Kyiv.
Ministry of Regional Development of Ukraine. (1996). Vibration standards (CH 2.2.4 / 2.1.8.566-96). Ukrarkhbudinform, Kyiv.
Ministry of Regional Development of Ukraine. (2005). Buildings and structures. Residential buildings. Substantive provisions (DBN 2.5- 15-2005). Derzhbud, Kyiv.
Ministry of Regional Development of Ukraine. (2011). Concrete and reinforced concrete structures. Main features (DBN B.2.6-98:2009). Ukrarkhbudinform, Kyiv.
Ministry of Regional Development of Ukraine. (2014). Construction in seismic areas of Ukraine (DBN B.1.1-12-2014). Ukrarkhbudinform, Kyiv.
Ministry of Regional Development of Ukraine. (2018). General principles for ensuring the reliability and structural safety of buildings, structures, building structures and foundations (DBN V. 1.2-14:2018). Ukrarkhbudinform, Kyiv.
Ministry of Regional Development of Ukraine. (2019). Metro. Transport facilities (DBN B.2.3-7-2018). Ukrarkhbudinform, Kyiv.
Newmark, N. M., & Rosenblueth, E. (1971). Fundamentals of earthquake engineering. Prentice Hall.
Niemchynov, Y. I. & Kaliukh, Y. (2004). Improving the technogenic safety of construction projects based on monitoring systems. World of Geotechnics, 4, 7–14.
Perelmuter, A. V., & Slivker, V. I. (2002). Calculation models of structures and the possibility of their analysis. Stal.
Sushchev, S. P., Samarin, V. V., & Adamenko, I. A. (2009). Monitoring of the technical condition of the load-bearing structures of a high-rise building. Prevention of Buildings and Structures Accidents, 8, 15–26.
Verkhovna Rada of Ukraine. (1999a). Law of Ukraine No DSN 3.3.6.039-99 “State sanitary norms of industrial general and local vibration”. https://zakon.rada.gov.ua/rada/show/va039282-99#Text
Verkhovna Rada of Ukraine. (1999b). Law of Ukraine No DSN 3.3.6.042-99 “Sanitary norms of microclimate of industrial premises”. https://zakon.rada.gov.ua/rada/show/va042282-99#Text
Weaver Jr., W., Timoshenko, S. P., & Young, D. H. (1991). Vibration problems in engineering (5th ed.). Wiley.