Research of the High-Intensity Dynamic Loads Effects on a Monolithic Reinforced Concrete Frame Building

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The paper presents experimental and computer researches of ferroconcrete beams at high-temperature influences. There were conducted the experimental fire tests of ferroconcrete beams. The most promising way of verifying these experimental research data is computer simulation of structures, also during a fire. In order to evaluate the quality of the experiment and the reliability of the received temperature distribution.

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89-100

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November 2025

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© 2025 Trans Tech Publications Ltd. All Rights Reserved

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[1] Horb O., Davidenko Y., Skurupiy O., Mytrofanov P. (2020). Application of Bonding Concrete to Reinforcement Using Adhesives in Steel Concrete Composite Structure. Proceedings of the 2020 session of the 13th fib International PhD Symposium in Civil Engineering (Paris, France, August 26-28, 2020). PP. 2 – 9.

DOI: 10.1007/978-3-030-42939-3_28

Google Scholar

[2] Lapenko, O., Baranetska, D., Makarov, V., Baranetskyi, A. Designing of Structural Construction and Orthotropic Slabs from Steel Reinforced Concrete. MSF. 1006 (2020) 173–178.

DOI: 10.4028/www.scientific.net/msf.1006.173

Google Scholar

[3] Makhinko A., Makhinko N. To the Calculation of the Optimal Level of Reliability by Using Economic Indicators / Lecture Notes in Civil Engineering, 47 (2020) 251-259.

DOI: 10.1007/978-3-030-27011-7_32

Google Scholar

[4] Pavel Mytrofanov, Volodymyr Pents, Alla Kariuk, Nataliia Mahas, Oleksandr Horb Structures of reinforced concrete racks of manufacture buildings frames with adhesive joints of concrete and steel. AIP Conference Proceedings 2684, 030029 (2023).

DOI: 10.1063/5.0120191

Google Scholar

[5] Makhinko A., Makhinko N., Vorontsov O. Analytical Procedure for Design of Centrally Compressed Bars / Lecture Notes in Civil Engineering, 181 (2022) 255–262.

DOI: 10.1007/978-3-030-85043-2_24

Google Scholar

[6] Methodology for Inspection of Buildings and Structures Damaged as a Result of Emergencies, Hostilities and Terrorist Acts - Approved by the Order of the Ministry of Communities and Territories Development of Ukraine No. 65 of 28.04.2022. K., 2022. 38 p. [in Ukrainian].

Google Scholar

[7] DSTU-N B V.1.2-18:2016. Nastanova shchodo obstegennia budivel i sporud dlia vyznachennia ta otsinku iih technichnogo stanu. – К.: DP «УkrNDNTs», 2017. [in Ukrainian].

Google Scholar

[8] Comite´ Euro-International du Be´ton (CEB). 1993. CEB-FIP Model Code 1990.Trowbridge, Wiltshire, UK: Redwood Books.

DOI: 10.1680/ceb-fipmc1990.35430

Google Scholar

[9] U.S. Department of Defense (DoD). 2008. Structures to Resist the Effects of Accidental Explosions (United Facilities Criteria UFC 3-340-02). Washington, D.C.: U.S. Department of Defense.

DOI: 10.21236/ada530875

Google Scholar

[10] Liu, X., Guo, C., & Zhang, Y. Behavior of reinforced concrete beams and columns subjected to blast loading. (2018). In https://www.researchgate.net/publication/326792679

Google Scholar

[11] Ismail, M., Abbas, H., & Saleem, M. A. Response of reinforced concrete frame structures under blast loading. (2018). In https://www.academia.edu/104565410

Google Scholar

[12] Su, Y., Tian, Y., & Xu, L. Analysis on progressive collapse performance of reinforced concrete frame structures under blast loading. In Proceedings of the International Forum on Energy, Environment Science and Materials (IFEESM 2017). Atlantis Press. (2018). In https://www.atlantis-press.com/proceedings/ifeesm-17/25890521

DOI: 10.2991/ifeesm-17.2018.261

Google Scholar

[13] Jia, Y., Lu, Y., Li, J., & Wu, C. Damage assessment of two-way bending reinforced concrete slabs subjected to blast loads. Scientific Reports, 4 (2014) 5849.

Google Scholar