dc.contributor.author | Smirnova, Elena | |
dc.contributor.author | Larin, Denis | |
dc.date.accessioned | 2020-10-06T07:42:24Z | |
dc.date.available | 2020-10-06T07:42:24Z | |
dc.date.issued | 2020 | |
dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2020, roč. 20, č. 1, s. 46-49 : il. | cs |
dc.identifier.issn | 1213-1962 | |
dc.identifier.uri | http://hdl.handle.net/10084/142266 | |
dc.description.abstract | Due to reconstruction and restoration of the original
guise of the landmarked buildings the investigators are facing the
problems of assessing possible adverse consequences of such
sorts of work in the recent years. The most problematic are the
works requiring dismantling of the bearing and fencing
structures built into original scheme. This article gives
consideration to the ways of solving a problem of ensuring safety
of buildings and structures in use provided their operating
conditions have changed (e.g. the assessment of possible
consequences of bells installation on the steeples of St. Isaac's
Cathedral is presented). The measurements of vibrations with
simultaneous assessment of robustness and bearing capability of
the brickwork have shown that the vibrational impact of chimes
of heavy bells cannot adversely affect the bearing structures of
the bell towers. However, there is always a risk of such adverse
effect on the structure of the bell tower and stability of soils at its
base. A danger emerges not because of significant settlements,
but rather due to irregularity owing to inhomogeneity of soil. The
obtained assessments of settlements show that they cannot be
ignored and it is reasonable to perform an annual leveling check
of settlements of foundation or base of the bell tower It is offered,
therefore, to carry out investigation before the beginning of
reconstruction using the structure model, which makes it possible
to give consideration to the impact of «new» loads to exclude any
possible emergency situation at the objects being reconstructed. | cs |
dc.language | Neuvedeno | cs |
dc.language.iso | en | cs |
dc.publisher | Vysoká škola báňská - Technická univerzita Ostrava | cs |
dc.relation.ispartofseries | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební | cs |
dc.relation.uri | http://tces.vsb.cz/Home/ArticleDetail/500 | |
dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | |
dc.rights | Attribution-NoDerivatives 4.0 International | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nd/4.0/ | * |
dc.subject | bell tower | cs |
dc.subject | cyclic strain-induced creep | cs |
dc.subject | dynamic monitoring | cs |
dc.subject | safety of buildings and structures | cs |
dc.subject | vibrations | cs |
dc.subject | vibrational impact | cs |
dc.subject | vibrodiagnostics | cs |
dc.title | Influence of Vibrational Impacts on the Bell Towers and the Problem of Safety | cs |
dc.type | article | cs |
dc.identifier.doi | 10.35181/tces-2020-0008 | |
dc.rights.access | openAccess | |
dc.type.version | publishedVersion | |
dc.type.status | Peer-reviewed | |