Design of protection of large-panel buildings against progressive collapse

Number of journal: 3-2019
Autors:

Travush V.I.
Shapiro G.I.
Kolchunov V.I.
Leont’ev E.V.
Fedorova N.V.

DOI: https://doi.org/10.31659/0044-4472-2019-3-40-46
УДК: 624.078

 

AbstractAbout AuthorsReferences
The analysis of design and structural requirements when designing the protection of large-panel buildings against progressive collapse under the new legal and regulatory requirements is given. General provisions of the calculation of large-panel buildings on the emergency impacts caused by the sudden removal one of the bearing structures from the structural system are outlined. As the main criterion providing the design requirement of protection against the progressive collapse, the condition at which force in constructive elements or their connections do not exceed bearing capacity at the special limit state, is formulated. The features of construction of design schemes for the bearing frame of the building when solving problems considered are described. The methodology and features of the computational analysis of large-panel buildings when calculating the protection against progressive collapse by the kinematic method of limit equilibrium and the finite element method in quasi-static formulation are considered. The most simple and effective structural methods protecting the large panel building against progressive collapse by installing the system of connections are indicated. The conclusion about the need for scientific and technical support when designing and constructing complex objects, especially during their reconstruction, is made.
V.I. TRAVUSH1, Academician of RAACS, Doctor of Science (Engineering), Vice-President of RAACS, (This email address is being protected from spambots. You need JavaScript enabled to view it.)
G.I. SHAPIRO2, Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.)
V.I. KOLCHUNOV3, Academician of RAACS, Doctor of Science (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
E.V. LEONT'EV4, Deputy Head of Department (This email address is being protected from spambots. You need JavaScript enabled to view it.)
N.V. FEDOROVA5, Doctor of Science (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 Russian Academy of Architecture and Construction Sciences (21, bldg.1, Bol'shaya Dmitrovka Street, Moscow, 107031, Russian Federation)
2 Ltd. «Tekhrekon» (14-1-19, Aviaconstruktora Mikoyna Street, 125252 Moscow, Russian Federation)
3 Southwest State University (94, 50 Let Oktyabrya Street, Kursk, 305040, Russian Federation)
4 Glavgosexpertiza of Russia (42, bldg. 1-2 Bolshaya Yakimanka Street, Moscow, 119049, Russian Federation
5 Moscow State University of Civil Engineering (National Research University) (26, Yaroslavskoye Shosse, Moscow, 129337, Russian Federation)

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For citation: Travush V.I., Shapiro G.I., Kolchunov V.I., Leont’ev E.V., Fedorova N.V. Design of protection of large-panel buildings against progressive collapse. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2019. No. 3, pp. 40–46. DOI: https://doi.org/10.31659/0044-4472-2019-3-40-46 (In Russian).


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