Deformation of reinforced concrete frames of multi-storey buildings in extreme conditions under special influences

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In order to increase plasticity during destruction along inclined sections and to protect against progressive collapse of reinforced concrete frames of multi-storey buildings, a variant of cross reinforcement of crossbars in such frames is proposed. The results of a numerical study of the reinforced concrete frame of a multi-storey building with a special impact in the form of an extraordinary hypothetical removal from the work of one of the columns are presented. The modeling of the deformation of the frame is carried out in three versions: the frame of the entire building in the rod setting, a fragment of the building in the column removal zone and a fragment of crossbars adjacent to the column being removed using volumetric finite elements. The obtained results showed the effectiveness of the proposed variant of cross-reinforcement of crossbars to protect a multi-storey frame building from progressive collapse, as well as the effectiveness of using the proposed variant of three-level models for calculating the parameters of static-dynamic deformation of the carcasses of multi-storey buildings under the considered special impacts.

About the authors

Vitaly I. Kolchunov

Moscow State University of Civil Engineering (National Research University); Southwest State University

ORCID iD: 0000-0001-5290-3429

Doctor of Technical Sciences, Professor, Full Member of the Russian Academy of Architecture and Construction Sciences, Head of the Department of Unique Buildings and Structures, Faculty of Construction and Architecture, Southwest State University; Professor of the Department of Reinforced Concrete and Stone Structures, Moscow State University of Civil Engineering (National Research University)

94 50 Let Oktyabrya St, Kursk, 305040, Russian Federation; 26 Yaroslavskoye Shosse, Moscow, 129337, Russian Federation

Olesya B. Bushova

Moscow State University of Civil Engineering (National Research University)

Author for correspondence.
ORCID iD: 0000-0001-8748-5933

postgraduate student, Department of Reinforced Concrete and Stone Structures

26 Yaroslavskoye Shosse, Moscow, 129337, Russian Federation


  1. Almazov V.O., Kao Zui Khoi. Dynamics of progressive destruction of monolithic multi-storey frames. Moscow: ASV Publ.; 2013. (In Russ.)
  2. Fialkoa S.Yu., Kabantsevb O.V., Perelmuter A.V. Elasto-plastic progressive collapse analysis based on the integration of the equations of motion. Civil Engineering Journal. 2021;102(2):10214.
  3. Kodysh E.N., Trekin N.N., Chesnokov D.A. Protection of multi-storey buildings from progressive collapse. Industrial and Civil Construction. 2016;(6):8–13. (In Russ.)
  4. Fedorova N.V., Fan D.K., Nguyen T.Ch. Experimental studies of the survivability of reinforced concrete frames with rigs reinforced with indirect reinforcement. Construction and Reconstruction. 2020;(1):92–100. (In Russ.)
  5. Ilyushenko T.A., Kolchunov V.I., Fedorov S.S. Crack resistance of prestressed reinforced concrete frame-rod structures under special influences. Construction and Reconstruction. 2021;(1):74–84. (In Russ.)
  6. Fedorova N.V., Korenkov P.A., Wu N.T. Methodology of experimental studies of deformation of monolithic reinforced concrete frames of buildings under emergency impacts. Construction and Reconstruction. 2018;(4):42–52. (In Russ.)
  7. Kodysh E.N. Designing the protection of buildings and structures from progressive collapse, taking into account the occurrence of a special limit condition. Industrial and Civil Construction. 2018;(10):95–101. (In Russ.)
  8. Kolkunov V.I., Tuyen V.N., Korenkov P.A. Deformation and destruction of a monolithic reinforced concrete frame under accidental impacts. IOP Conference Series: Materials Science and Engineering. 2020;753:032037.
  9. Fedorova N.V., Ngok V.T. Deformation and destruction of monolithic reinforced concrete frames under special impacts. Physical Journal: A Series of Conferences. 2019:1425:012033.
  10. Adam J.M., Parisi F., Sagaseta J., Lu H. Research and practice of progressive destruction and strength of building structures in the 21st century. Engineering Structures. 2018;173:122–149.
  11. Yu. J., Tan K.Kh. Experimental and numerical research resistance to gradual destruction of nodes of reinforced concrete beam columns. Engineering Structures. 2013:55:90–106.
  12. Deng H.-F., Liang S.-L., Fu F., Qian K. The influence of high-strength concrete on the stability of a reinforced concrete frame to gradual destruction. Journal of Construction Engineering. 2020;146(6):04020078. 0002628
  13. Xuan W., Wang L., Liu K., Xing G., Zhang L., Chen H. Experimental and theoretical studies of resistance to gradual destruction of a square steel tubular column filled with concrete and a steel beam frame under the scenario of destruction of the middle column. Shock and Vibration. 2019;2019:2354931.
  14. Alogla K., Weeks L., Augustus-Nelson L. Theoretical assessment of the ability of reinforced concrete structures to progressive destruction. Journal of Concrete Research. 2017:69(3):145–162.
  15. Shan S., Li Sh., Xu Sh., Xie L. Experimental study of the characteristics of progressive destruction of RC frames with filling walls. Engineering Structures. 2016;111:80–92.
  16. Wu Ngoc Tuen. Study of the survivability of a structurally nonlinear reinforced concrete frame-rod frame system of a multi-storey building in a dynamic formulation. Construction and Reconstruction. 2020; 90(4):73–84. (In Russ.)
  17. Fedorova N.V., Khalina T.A. Investigation of dynamic overloads in reinforced concrete structural systems during emergency structural alterations. Industrial and Civil Construction. 2017;(8):32–36. (In Russ.)
  18. Bondarenko V.M., Kolchunov V.I. Computational models of the strength resistance of reinforced concrete. Moscow: ASV Publ.; 2004. (In Russ.)
  19. Kolchunov V.I., Bushova O.B., Korenkov P.A. Deformation and destruction of reinforced concrete frames with crossbars reinforced with inclined rods, under special influences. Construction and Reconstruction. 2022;(1):18–28. (In Russ.)

Copyright (c) 2022 Kolchunov V.I., Bushova O.B.

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