Advantages of suspension structures under seismic effects on the example of the water tank

Азізов, Талят Нуредінович; Юрковська, Надія; Мельник, Олексій Сергійович

dc.contributor.author	Азізов, Талят Нуредінович
dc.contributor.author	Юрковська, Надія
dc.contributor.author	Мельник, Олексій Сергійович
dc.date.accessioned	2021-01-11T07:48:48Z
dc.date.available	2021-01-11T07:48:48Z
dc.date.issued	2019-01-24
dc.identifier.citation	Azizov, Taliat; Jurkowska, Nadzieja; Melnik, Oleksiy "Advantages of suspension structures under seismic effects on the example of the water tank" E3S Web Conf. Том 106, 2019	uk_UA
dc.identifier.issn	doi.org/10.1051/e3sconf/201910601017
dc.identifier.uri	https://dspace.udpu.edu.ua/handle/123456789/13444
dc.description	These schemes are compared with the scheme of the cantilever structure. It is proved that the dynamic forces arising from the ground oscillation in the suspended structure are less than the forces in the cantilever structure. The strains depend on the frequency and amplitude of the ground vibrations. given. It is illustrated that by changing the flexural stiffness of the bearing frame, changing the stiffness of the damper, it is possible to adjust the frequency of oscillations and forces in the suspension building or structure	uk_UA
dc.description.abstract	Abstract. The paper presents the advantages of suspension buildings and structures. It has been demonstrated, that during an earthquake the strains in the support structures of such buildings and structures are significantly reducThe scheme of the forces adjustment by means of springs (dampers) is ed compared to the strains in traditional cantilever buildings. The advantage of the suspension structures is shown by the example of a water tower with a tank of a capacity of 50 m3. Various schemes of the considered construction are given: the construction freely suspended on the bearing frame, the construction with the suspended foundation (prototype).	uk_UA
dc.language.iso	en	uk_UA
dc.publisher	(CEIM 2019), Kraków, Poland, Edited by Pilecka, E.; Tatara, T.; Kogut, J.P.	uk_UA
dc.relation.ispartofseries	UDC;624.012.45
dc.subject	suspension structure	uk_UA
dc.subject	dynamic forces	uk_UA
dc.subject	oscillation frequency	uk_UA
dc.subject	movement in a crack	uk_UA
dc.title	Advantages of suspension structures under seismic effects on the example of the water tank	uk_UA
dc.type	Article	uk_UA