文章基本信息

标题：Experimental dynamic analysis of traffic seismicity effect on historical building
本地全文：下载
作者：Daniel Papan ; Zuzana Papanova ; Katarina Krkoskova 等
期刊名称：E3S Web of Conferences
印刷版ISSN：2267-1242
电子版ISSN：2267-1242
出版年度：2019
卷号：106
页码：1-10
DOI：10.1051/e3sconf/201910601018
出版社：EDP Sciences
摘要：Nowadays, rising intensity of traffic is significant effect on entire world, because the endanger risk of adjacent buildings rises. Endanger risk is caused by traffic vibrations spreading through the bedrock, i.e. by traffic seismicity. Historical buildings are specific group of structures, which are especially sensitive on traffic seismicity effects. The aim of this article is experimental dynamic analysis of traffic seismicity effect on Traction substation historical building in Horný Smokovec, district Poprad in Slovakia. This structure is directly exposed to road and rail traffic effects. The experimental measurements of vibration levels were implemented, whose outputs had been vibration acceleration time records on this structure. In all experimental measurements, vibration levels and its transmission through the bedrock were detected, because of train crossing effecting on tower part of object (because the tower part is nearby the railway and it is also the highest place on building) and vehicle crossing. The study of dynamic interaction is implemented within the amplitude analysis. The spectral analysis and frequency transmission is presented in the paper within the frequency analysis. The evaluation of implemented traffic seismicity experimental dynamic analysis effecting on the traction substation object is the end part of analysis.
其他摘要：Nowadays, rising intensity of traffic is significant effect on entire world, because the endanger risk of adjacent buildings rises. Endanger risk is caused by traffic vibrations spreading through the bedrock, i.e. by traffic seismicity. Historical buildings are specific group of structures, which are especially sensitive on traffic seismicity effects. The aim of this article is experimental dynamic analysis of traffic seismicity effect on Traction substation historical building in Horný Smokovec, district Poprad in Slovakia. This structure is directly exposed to road and rail traffic effects. The experimental measurements of vibration levels were implemented, whose outputs had been vibration acceleration time records on this structure. In all experimental measurements, vibration levels and its transmission through the bedrock were detected, because of train crossing effecting on tower part of object (because the tower part is nearby the railway and it is also the highest place on building) and vehicle crossing. The study of dynamic interaction is implemented within the amplitude analysis. The spectral analysis and frequency transmission is presented in the paper within the frequency analysis. The evaluation of implemented traffic seismicity experimental dynamic analysis effecting on the traction substation object is the end part of analysis.
其他关键词：Traffic seismicity ; Experimental dynamic analysis ; Experimental measurements