4.7 Article

Dynamic monitoring of a concrete arch dam during the first filling of the reservoir

期刊

ENGINEERING STRUCTURES
卷 174, 期 -, 页码 548-560

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.engstruct.2018.07.076

关键词

Concrete arch dam; Continuous dynamic monitoring; Automated modal identification; Modal variability; Environmental and operational effects

资金

  1. Institute of R&D In Structures and Construction [POCI-01-0145-FEDER-007457 - CONSTRUCT]
  2. DAM-AGE - Advanced Online Dynamic Structural Health Monitoring of Concrete Dams, - FEDER funds through COMPETE2020 - Programa Operacional Competitividade e Internacionalizacao (POCI) [PTDC/ECM-EST/0805/2014\16761]
  3. national funds through FCT - Fundacao para a Ciencia e a Tecnologia
  4. FCT PhD Scholarship [SFRH/BD/100587/2014]

向作者/读者索取更多资源

The Baixo Sabor dam is a concrete double-curvature arch dam, 123 m high, located in the north-east of Portugal, which is being monitored by a dynamic monitoring system that comprises 20 uniaxial accelerometers. The paper starts with the description of the structure and of the installed monitoring equipment, as well as the monitoring software used to process the data that is continuously retrieved from site through an internee connection. Then, the results obtained during the system's first six months of operation are presented, which include the characterization of acceleration levels for major events, such as the opening of spillway gates after intense rain, and the evolution of the dam modal properties (natural frequencies, modal damping ratios and mode shapes) during the reservoir first filling. In particular, the continuous characterization of the dam modal properties during important variations of the water level is a very unique experimental result (up to the authors knowledge, this is the first journal paper describing the continuous tracking of the modal parameters of a dam during its first filling), which is particularly interesting for the calibration of numerical models that take into account water structure interaction. Additionally, it should be noted that the accurate tracking of the modal properties, in quite demanding conditions motivated by the very low vibration levels, associated to the massive nature of the structure, and by the presence of harmonics induced by the turbines of the hydroelectric power plant, was only possible thanks to the use of a carefully designed installation and advanced processing methodologies. At the end of the paper, it is presented a comparison between the results estimated with ambient excitation and the ones obtained with a forced vibration test and also predicted by a numerical model that includes the water effect with the added mass technique.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据