About the authors
| First name, Middle name, Last name, Scientific degree, Scientific rank, Current position. Full and brief name of the organization, The organization address. | Kayumov R.A. – doctor of physical and mathematical sciences, professor Е-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Muhamedova I.Z. – candidate of physical and mathematical sciences Е-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Kazan State University of Architecture and Enginieering The organization address: 420043, Russia, Kazan, Zelenaya, st., 1 Krasilnikov V.O. – design engineer Е-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it LTD «Estel» The organization address: 420101, Russia, Kazan, Khusain Mavlyutov st.,44 Tazyukov B.F. – candidate of physical and mathematical sciences Е-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Kazan Federal University The organization address: 420008, Russia, Kazan, Kremlevskaya st., 18 |
| Title of the article | Development of the design procedure for structural elements of multi-storey residential building for durability |
| Abstract. | Problem statement. Development of a numerical methodology for calculating a multi-storey reinforced concrete structure for durability. Results. A technique for determining the resource of a multi-storey reinforced concrete residential building under the influence of static and dynamic loads has been developed, and the service life of the structure has been determined. A finite-element model of a multi-storey residential building has been constructed, taking into account changes in the class of concrete and variation of the wind pulsation load. Numerical experiments were carried out for long-term strength. Conclusions. The significance of the obtained results for the construction industry lies in the fact that the durability of a multi-storey reinforced concrete residential building increases with increasing class of concrete. Also, longevity grows with a reduction in the number of floors of a multi-storey reinforced concrete residential building. When the ripple of the wind load increases, the durability of the building falls. |
| Keywords. | technique, model, durability, reinforced concrete building, long-term strength, numerical experiment. |
| For citations: | Kayumov R.A., Muhamedova I.Z., Krasilnikov V.O., Tazyukov B.F. Development of the design procedure for structural elements of multi-storey residential building for durability // Izvestiya KGASU. 2017. №4(42) P.167-173. |
