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First name, Middle name, Last name, Scientific degree, Scientific rank, Current position. Full and brief name of the organization, The organization address.Sokolov B.S. – doctor of technical sciences, professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Kazan State University of Architecture and Engineering The organization address: 420043, Russia, Kazan, Zelenaya st., 1 Troshkov E.O. – post-graduate student E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Volga State Technological University The organization address: 424000, Russia, Yoshkar-Ola, Lenina sqr., 3
Title of the articleComparison of the static calculation results of reinforced concrete flat plate floor system obtained by different methods
Abstract.Universal industrial construction frame system (UICFS) is under development. Its distinguishing feature is a constructive solution of the slab-column connection, constructed as a plug connection. For planning and conducting physical experiments the determination of the forces in this connection is necessary. That is the purpose of work. Analysis of domestic and foreign literature has shown that there are a number of proposals on the definition of effort in the system. The main objective of the work was the comparison of the values of the bending moments in slabs obtained by Eurocode 2, equivalent frame method and finite element analysis, implemented in different software systems. Established their conformity and divergence in determining forces in elements of the frame and draw conclusions for the development of the work program of experiments. The comparison suggests that the equivalent frame method does not provide a required accuracy of determination of bending moments for physical experiments.
Keywords.Reinforced concrete framework, flat slab floor system, static calculation methods, forces determination in the frame, bullet connection.
For citations:Sokolov B.S., Troshkov E.O. Comparison of the static calculation results of reinforced concrete flat plate floor system obtained by different methods // Izvestiya KGASU. 2014. №3(29) P.82-87.


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