Dynamic monitoring of building structures on the example of the concert hall "Pushkinskiy" ramp in Moscow

In present time the free vibration method is not widely used in building survey practice. That is why the comparative database on initial dynamic object characteristics does not exist for the majority of buildings. So it is interesting to estimate the principal possibility of using dynamic parameter...

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Main Author: S.N. Savin
Format: Article
Language:English
Published: Peter the Great St. Petersburg Polytechnic University 2012-11-01
Series:Инженерно-строительный журнал
Subjects:
Online Access:http://www.engstroy.spb.ru/index_2012_07/savin.pdf
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spelling doaj-fc89b97b886b4901958db858862acf8a2020-11-24T21:51:51ZengPeter the Great St. Petersburg Polytechnic UniversityИнженерно-строительный журнал2071-47262071-03052012-11-013375862Dynamic monitoring of building structures on the example of the concert hall "Pushkinskiy" ramp in MoscowS.N. SavinIn present time the free vibration method is not widely used in building survey practice. That is why the comparative database on initial dynamic object characteristics does not exist for the majority of buildings. So it is interesting to estimate the principal possibility of using dynamic parameters received earlier by other experts and by other methods.The article presents the results of dynamic tests of building structures of the ramp cinema-concert hall «Pushkin» in Moscow. Modes shapes are presented in the graphs for the relevant natural frequencies. The natural-vibration frequencies were compared with previously obtained values and analyzed. The results of the analysis are the basis for recommendations on the further operation of the building. The conclusion is made about a satisfactory technical condition of the examined structures. The study showed that it is possible to use in the monitoring dynamic parameters received earlier by other experts. However, the dynamic characteristics identification becomes difficult in this case.http://www.engstroy.spb.ru/index_2012_07/savin.pdfdynamic characteristicsmode shapesfundamental vibration frequenciesbuildingsmonitoringdiagnosticsfree vibration methodvibration excitationFourier spectrumtechnical condition
collection DOAJ
language English
format Article
sources DOAJ
author S.N. Savin
spellingShingle S.N. Savin
Dynamic monitoring of building structures on the example of the concert hall "Pushkinskiy" ramp in Moscow
Инженерно-строительный журнал
dynamic characteristics
mode shapes
fundamental vibration frequencies
buildings
monitoring
diagnostics
free vibration method
vibration excitation
Fourier spectrum
technical condition
author_facet S.N. Savin
author_sort S.N. Savin
title Dynamic monitoring of building structures on the example of the concert hall "Pushkinskiy" ramp in Moscow
title_short Dynamic monitoring of building structures on the example of the concert hall "Pushkinskiy" ramp in Moscow
title_full Dynamic monitoring of building structures on the example of the concert hall "Pushkinskiy" ramp in Moscow
title_fullStr Dynamic monitoring of building structures on the example of the concert hall "Pushkinskiy" ramp in Moscow
title_full_unstemmed Dynamic monitoring of building structures on the example of the concert hall "Pushkinskiy" ramp in Moscow
title_sort dynamic monitoring of building structures on the example of the concert hall "pushkinskiy" ramp in moscow
publisher Peter the Great St. Petersburg Polytechnic University
series Инженерно-строительный журнал
issn 2071-4726
2071-0305
publishDate 2012-11-01
description In present time the free vibration method is not widely used in building survey practice. That is why the comparative database on initial dynamic object characteristics does not exist for the majority of buildings. So it is interesting to estimate the principal possibility of using dynamic parameters received earlier by other experts and by other methods.The article presents the results of dynamic tests of building structures of the ramp cinema-concert hall «Pushkin» in Moscow. Modes shapes are presented in the graphs for the relevant natural frequencies. The natural-vibration frequencies were compared with previously obtained values and analyzed. The results of the analysis are the basis for recommendations on the further operation of the building. The conclusion is made about a satisfactory technical condition of the examined structures. The study showed that it is possible to use in the monitoring dynamic parameters received earlier by other experts. However, the dynamic characteristics identification becomes difficult in this case.
topic dynamic characteristics
mode shapes
fundamental vibration frequencies
buildings
monitoring
diagnostics
free vibration method
vibration excitation
Fourier spectrum
technical condition
url http://www.engstroy.spb.ru/index_2012_07/savin.pdf
work_keys_str_mv AT snsavin dynamicmonitoringofbuildingstructuresontheexampleoftheconcerthallpushkinskiyrampinmoscow
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