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. | Mironova Juliya Viktorovna candidate of technical sciences, associate 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 |
| Title of the article | Shear yielding of the joints in monolithic reinforced concrete columns and beams under seismic loading taking into account the time factor |
| Abstract. | Problem statement. The aim of the investigation was to reveal the peculiarities of the stress – strain state of the load-bearing system of a multi-storey building under seismic action, taking into account the accumulated damage, to develop an analytical expression to determine the shear compliance of the column joint and overlap in a monolithic multi-storey building. Results. The main results of the study consist in obtaining an analytical expression for the evaluation of the shear compliance of the column joint and overlap on the basis of the analysis of numerical simulation of the carrier system under seismic action, taking into account the time factor. Conclusions. The significance of the results for the construction industry is the possibility of assessing the shear compliance of the column joint and overlap, reflecting the operation of the load-bearing system taking into account the time factor in the design of multi-storey frame buildings in seismic areas. |
| Keywords. | the carrier system high-rise buildings, the accumulated damage of the structures, ageing of concrete, seismic effects, the shear compliance. |
| For citations: | Mironova J.V. Shear yielding of the joints in monolithic reinforced concrete columns and beams under seismic loading taking into account the time factor // Izvestiya KGASU. 2018. №2(44) P.154-161. |
