STUDY OF THE VIBRATIONS OF THE BEARING STRUCTURES OF THE GATE CHURCH WITH THE BELL TOWER OF THE DANILOV MONASTERY DURING THE RINGING OF THE COMPLEX OF HISTORIC BELLS
1 Schmidt Institute of Physics of the Earth of the Russian Academy of Sciences
2 Moscow State University
2 Moscow State University
Journal: Problems of Engineering Seismology
Tome: 46
Number: 1
Year: 2019
Pages: 49-61
UDK: 699.841+72.719
DOI: 10.21455/VIS2019.1-4
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KALININA A.V., VLADOV M.L., VOLKOV V.A., AMMOSOV S.M., VOLKOV N.V. STUDY OF THE VIBRATIONS OF THE BEARING STRUCTURES OF THE GATE CHURCH WITH THE BELL TOWER OF THE DANILOV MONASTERY DURING THE RINGING OF THE COMPLEX OF HISTORIC BELLS // . 2019. Т. 46. № 1. С. 49-61. DOI: 10.21455/VIS2019.1-4
@article{KALININASTUDY2019,
author = "KALININA, A. V. and VLADOV, M. L. and VOLKOV, V. A. and AMMOSOV, S. M. and VOLKOV, N. V.",
title = "STUDY OF THE VIBRATIONS OF THE BEARING STRUCTURES OF THE GATE CHURCH WITH THE BELL TOWER OF THE DANILOV MONASTERY DURING THE RINGING OF THE COMPLEX OF HISTORIC BELLS",
journal = "Problems of Engineering Seismology",
year = 2019,
volume = "46",
number = "1",
pages = "49-61",
doi = "10.21455/VIS2019.1-4",
language = "English"
}
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Keywords: vibration effects on architectural monuments, bells, vibration parameters, broadband velocimeters, safety standards
Аnnotation: In September 2008, the historic set of bells was returned to the St. Daniel Monastery in Moscow. Bells with a total weight of 27 tons were placed on the bell tower using a new suspension system. The article presents the results of the evaluation of the vibration parameters of the elements of the structure of the bell tower and the Gate Church building in terms of existing safety standards. Measurements were carried out at 19 points using three-component broadband CMG-6T GURALP velocimeters. According to the research, it was concluded that the vibration impact on the bell tower and the temple does not exceed the existing norms of permissible vibration effects on architectural monuments.