Study of Vibrations of Bearing Structures in the Bell Tower Gate Church of Danilov Monastery during Ringing of the Set of Historical Bells
- Authors: Kalinina A.V.1, Vladov M.L.2, Volkov V.A.1, Ammosov S.M.1, Volkov N.V.1
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Affiliations:
- Schmidt Institute of Physics of the Earth, Russian Academy of Sciences
- Moscow State University
- Issue: Vol 55, No 5 (2019)
- Pages: 596-606
- Section: Article
- URL: https://journals.rcsi.science/0747-9239/article/view/177935
- DOI: https://doi.org/10.3103/S0747923919050049
- ID: 177935
Cite item
Abstract
In September 2008, the historical set of bells was returned to Moscow’s Danilov Monastery. The bells, with a total weight of 27 tons, were placed in the bell tower using a new suspension system. The article presents the results of estimating the vibration parameters of the structural elements of the bell tower and the gate church in terms of existing safety standards. Measurements were carried out at 19 points using Güralp CMG-6T three-axis broadband velocimeters. The research led to the conclusion that the vibration impact on the bell tower and church does not exceed the existing standards of permissible vibration impacts on architectural monuments.
About the authors
A. V. Kalinina
Schmidt Institute of Physics of the Earth, Russian Academy of Sciences
Email: vav_volkov@mail.ru
Russian Federation, Moscow, 123242
M. L. Vladov
Moscow State University
Email: vav_volkov@mail.ru
Russian Federation, Moscow, 119991
V. A. Volkov
Schmidt Institute of Physics of the Earth, Russian Academy of Sciences
Author for correspondence.
Email: vav_volkov@mail.ru
Russian Federation, Moscow, 123242
S. M. Ammosov
Schmidt Institute of Physics of the Earth, Russian Academy of Sciences
Email: vav_volkov@mail.ru
Russian Federation, Moscow, 123242
N. V. Volkov
Schmidt Institute of Physics of the Earth, Russian Academy of Sciences
Email: vav_volkov@mail.ru
Russian Federation, Moscow, 123242