Open Access
Issue
E3S Web Conf.
Volume 533, 2024
XXVII International Scientific Conference on Advance in Civil Engineering “Construction the Formation of Living Environment” (FORM-2024)
Article Number 02004
Number of page(s) 10
Section Reliability of Buildings and Constructions
DOI https://doi.org/10.1051/e3sconf/202453302004
Published online 07 June 2024
  1. O. Klyuchnikova, A. Popov, Perspectives of science, Technology and complex mechanization of the construction of large-span monolithic frame buildings, 12, pp. 114–116(2020) [Google Scholar]
  2. E. Popov, Alley of Science, Prospects for the construction of monolithic frame buildings, 12 pp. 25–31 (2022) [Google Scholar]
  3. A. Merkulov, A. Karyakin, Structural mechanics and calculation of structures, Calculation models of multi-storey frame buildings from precast concrete structures, taking into account the compliance of joints (interfaces), 2, P.44–49 (2008) [Google Scholar]
  4. N. Belov, O. Kabantsev, D. Kopanitsa, N. Yugov, Calculation and experimental method for analyzing the dynamic strength of elements of reinforced concrete structures, 292p (2008) [Google Scholar]
  5. N. Klyueva, P. Korenkov, Industrial and civil engineering, Methodology for experimental determination of the parameters of the survivability of reinforced concrete frame-rod structural systems,2 pp. 44–48 (2016) [Google Scholar]
  6. N. Fedorova, V. Kolchunov, V. Chemodurov, P. Korenkov, News of higher educational institutions. Technology of the textile industry, Determination of the parameters of dynamic additional loading in the reinforcement of a tensile reinforced concrete element,4 pp. 235–241 (2017) [Google Scholar]
  7. N. Fedorova, P. Korenkov, T. Wu, Construction and reconstruction, Methodology for experimental studies of deformation of monolithic reinforced concrete frames of buildings under emergency impacts,4 pp. 42–52 (2018) [Google Scholar]
  8. N. Karpenko, A. Belostotsky, A. Pavlov, Fundamental, exploratory and applied research of the Russian Academy of Architecture and Building Sciences on scientific support for the development of architecture, urban planning and the construction industry of the Russian Federation in 2019: Collection of scientific papers of the RAASN, Review of calculation methods reinforced concrete structures under complex stress states, taking into account physical nonlinearity, anisotropy and structural inhomogeneity. Part 1: Developments of domestic scientists, 2, P.255–265 (2020) [Google Scholar]
  9. N. Karpenko, A. Belostotsky, A. Pavlov, Fundamental, exploratory and applied research of the Russian Academy of Architecture and Building Sciences on scientific support for the development of architecture, urban planning and the construction industry of the Russian Federation in 2019: Collection of scientific papers of the RAASN, Review of strength criteria reinforced concrete structures. Part 2. Developments of foreign scientists, 2, P.290–298 (2020) [Google Scholar]
  10. A. Belostotsky, Construction and Reconstruction, Numerical modeling of the processes of deformation of structures subject to emergency impacts, 2, P.51–56 (2015) [Google Scholar]
  11. V. Travush, V. Kolchunov, N. Klyueva, Industrial and civil construction, Some directions in the development of the theory of survivability of structural systems of buildings and structures, 3, P.4–11 () [Google Scholar]
  12. V. Travush, N. Klyueva, Housing construction, Calculation of the survivability parameter of frame-rod structural, P 21–28 (2017) [Google Scholar]
  13. V. Travush, G. Shapiro, V. Kolchunov, Housing construction, Design of protection of large-panel buildings from progressive collapse, 3, P.40–46 (2019) [Google Scholar]
  14. V. Travush, S. Krylov, D. Konin, A. Krylov, Actual problems of computer modeling of structures and structures (APCSCE 2018): program and abstracts, Novosibirsk, July 01-08, 2018 Simulation of the stress-strain state of the supporting zone reinforced concrete beams, p.116 (2018) [Google Scholar]
  15. V. Kolchunov, N. Androsova, Scientific Bulletin of the Voronezh GASU. Building and Architecture, Analysis of dynamic loads in the reinforcement of bent reinforced concrete elements during brittle fracture of the concrete matrix, 4, P.11–20 (2016) [Google Scholar]
  16. S. Emelyanov, N. Fedorova, V. Kolchunov, Building materials, Design features of structural units of residential and public buildings from panel-frame elements for protection against progressive collapse, 3, P.23–26 (2017) [Google Scholar]
  17. V. Bondarenko, V. Kolchunov, News of higher educational institutions. Construction, Exposition of the survivability of reinforced concrete,5 pp. 4–8 (2007) [Google Scholar]
  18. N. Fedorova, V. Moskovtseva, S. Savin, Fundamental, exploratory and applied research of the RAASN on scientific support for the development of architecture, urban planning and the construction industry of the Russian Federation in 2021 : Collection of scientific papers of the RAASN, Deformation and destruction of reinforced concrete frames with complexly stressed elements in transcendent states,2 pp. 458–468 (2022) [Google Scholar]
  19. N. Fedorova, T. Wu, M. Medyankin, Scientific Journal of Construction and Architecture, Analysis of Nonlinear Static-Dynamic Deformation of Reinforced Concrete Frames in Limit Conditions,4 pp. 11–24 (2021) [Google Scholar]
  20. N. Trekin, Spatial work of the supporting elements of the frame system, taking into account the nonlinearity and compliance of nodal mates: specialty 05.23.01 “Building structures, buildings and structures”: dissertation for the degree of Doctor of Technical Sciences, 421 p. (2003) [Google Scholar]
  21. A. Mamin, Calculation of reinforced concrete structures of multi-storey buildings, taking into account nonlinearity and varying compliance based on multilevel discretization of carrier systems: specialty 05.23.01 “Building structures, buildings and structures”: dissertation for the degree of Doctor of Technical Sciences, 437 p. (2005) [Google Scholar]
  22. W. Qin, X. Liu, Z. Xi, Z. Huang, A. Al-Mansour, M. Fernand, Engineering Structures, Experimental research on the progressive collapse resistance of concrete beam-column sub-assemblages reinforced with steel-FRP composite bar, 233 (2021) [Google Scholar]
  23. Anh Tuan Pham, Kang Hai Tan, Engineering Structures, Experimental study on dynamic responses of reinforced concrete frames under sudden column removal applying concentrated loading, 139 pp. 31–35 (2017) [Google Scholar]
  24. D. Stephen, D. Lam, J. Forth, J. Ye, K.D. Tsavdaridis, Journal of Constructional Steel Research, An evaluation of modelling approaches and column removal time on progressive collapse of building, 153 pp. 243–253 (2019) [Google Scholar]
  25. E. Brunesi, F. Parisi, Engineering Structures, Progressive collapse fragility models of European reinforced concrete framed buildings based on pushdown analysis, 152, pp. 579–596, (2017) [Google Scholar]
  26. De-Cheng Feng, Si-Cong Xie, Wen-Ni Deng, Zhao-Dong Ding, Engineering Failure Analysis, Probabilistic failure analysis of reinforced concrete beam-column sub-assemblage under column removal scenario, 100 pp. 381–392 (2019) [Google Scholar]
  27. SP 20.13330. 2016. Set of rules. Loads and impacts: updated version of SNiP 2.01.07-85: approved by order of the Ministry of Construction and Housing and Communal Services of the Russian Federation of December 3, 2016 No. 891/pr and entered into force on June 20, 2019. - Moscow: Standartinform 2019. -119 p. [Google Scholar]
  28. SP 385.1325800. 2018. Set of rules. Protection of buildings and structures from progressive collapse: approved by order of the Ministry of Construction and Housing and Communal Services of the Russian Federation of July 5, 2018 No. 393 / pr and entered into force on January 6, 2019. - Moscow: Standartinform 2018. - 24 p. [Google Scholar]

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