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. | Mirsayapov Ilizar Talgatovich doctor of technical sciences, professor Е-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Nurieva Daniya Mansurovna candidate of technical sciences, associate professor Е-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 Shakirov Ildus Fatihovich general director Е-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it LLC «Fundamentspecremont» The organization address: 420087, Russia, Kazan, Gvardeiskaya st., 56 |
| Title of the article | The researches of the stress-strain state of the multi-storey administrative building frame with taking into account the pile foundations uneven deformation |
| Abstract. | Problem statement. The researches purpose is to evaluate bearing capacity of the building frame system and plate-pile foundation with taking into account the deviations in the building constructions from the design parameters and the pile base deformation. Results. Identified the main stress-strain state change regularities in the stress-strain state of the system elements «pile-base – plate grillage – multi-storey reinforced concrete frame» due to uneven deformation of pile groundbase. Conclusions. The obtained results for construction industry significance consists in determining the existing deviations influence from the design parameters on the building constructions, groundbases and foundations bearing capacity. The researches results can be used in the reconstruction projects development for buildings with a significant load increase on the existing load-bearing constructions and groundbases. |
| Keywords. | groundbase, pile-plate foundation, bored pile, bearing capacity, monolithic frame. |
| For citations: | Mirsayapov I.T., Nurieva D.M., Shakirov I.F. The researches of the stress-strain state of the multi-storey administrative building frame with taking into account the pile foundations uneven deformation // Izvestiya KGASU. 2018. №4(46) P.208-217. |
