Issues of ensuring seismic resistance of the building of the airport complex in the city of Yelizovo
Issues of ensuring seismic resistance of the building of the airport complex in the city of Yelizovo

Issues of ensuring seismic resistance of the building of the airport complex in the city of Yelizovo

DOI: 10.37153/2618-9283-2022-2-108-117


Бубис Александр Александрович Alexander A. Bubis
deputy chief of Structures Earthquake Resistance Research Center of TSNIISK named after V.A.Kucherenko of JSC RCC. Moscow, Russian Federation

Ilya Yu. Petrov
engineer of LSSIMS, TSNIISK named after V.A. Kucherenko of JSC RCC. Moscow, Russian Federation

Хворова Алла Николаевна Alla N. Khvorova

Engineer of TSNIISK named after V. A. Koucherenko JSC RCC. Moscow, Russian Federation


Rubric:     Design, building and reconstruction of a seismic constructions   
Key words: seismic impact, seismic resistance of a structure, seismic protection, air terminal complex, viscous dampers, dynamic method of analysis

Many regions of the Russian Federation are located in seismic areas. Therefore, one of the most important issues of ensuring the mechanical safety of buildings and structures being built in seismically active areas is its seismic resistance. Special methods of seismic protection are becoming more widespread, the use of which allows you to adjust the dynamic response of buildings during seismic impact. In this paper, an approach is considered to ensure seismic protection of the terminal building in the city of Yelizovo in the form of a hydraulic damper.

Research methods: constructive solutions of the building were analyzed in terms of ensuring the seismic resistance of the building. A comparative analysis of the calculations of the building for seismic impact with and without seismic protection elements was carried out. The calculation for the seismic effect was carried out in the time domain using direct integration of the equation of motion, while the damper operation was modeled by an element with hysteresis work. The analysis of the efficiency of seismic protection was carried out.

Results: The results of scientific and technical support are presented within the framework of which the calculations of the spatial model of the terminal building in the city of Yelizovo were carried out for seismic impact with an estimated intensity of 9 points on the SSI-2017 scale [3]. The method of seismic protection in the form of devices regulating the dynamic response of the building (hydraulic damper) is considered. The selection of a seismic protection system was performed and the decrease in accelerations and forces in the main load-bearing structural elements under seismic action was shown.

Used Books:

1. GOST R 57546-2017. Earthquakes. Seismic intensity scale. Approved and put into effect by the Order of the Federal Agency for Technical Regulation and Metrology dated July 19, 2017, N. 721-st. (In Russian)

2. Eisenberg J.M., Smirnov V.I. Seismic isolation of buildings and structures. Earthquake engineering. Constructions safety. 2002, no.2, pp. 31-37. (In Russian)

3. Angie Catalina Lamprea Pineda, Luis Fernando Garzón Amortegui, Claudio Chesi. Use of viscous fluid dampers for the improvement of the seismic response of RC structures. Vibroengineering PROCEDIA,Vol. 23, 2019, pp. 87-92.

4. Abdelouahab Ras, Nadir Boumechra. Seismic energy dissipation study of linear fluid viscous dampers in steel structure design. July 2016 AEJ - Alexandria Engineering Journal 55. DOI:10.1016/j.aej.2016.07.012

5. Vorobieva V.K., Zainulabidova Kh.R., Freze M.V. Account of damping in the problems of estimation of the seismic resistance of buildings and structures. Bulletin of the Dagestan State Technical University. Technical science. 2016; 40(1):108-118. (In Russian)

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