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.

中文翻译：

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一组历史钟声敲响时达尼洛夫修道院的钟楼门教堂中轴承结构振动的研究

摘要

2008年9月，历史悠久的钟声返回莫斯科的达尼洛夫修道院。使用新的悬挂系统将总重量为27吨的钟放在钟塔中。本文介绍了根据现有安全标准估算钟楼和大门教堂的结构元件的振动参数的结果。使用GüralpCMG-6T三轴宽带测速仪在19个点进行了测量。研究得出的结论是，对钟楼和教堂的振动影响未超过允许的对建筑古迹的振动影响的现有标准。