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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Peter the Great St. Petersburg Polytechnic University
2012-11-01
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Online Access: | http://www.engstroy.spb.ru/index_2012_07/savin.pdf |
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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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1725878211418521600 |