调谐质量阻尼器
塔楼
振动
结构工程
阻尼器
风洞
加速度
环境科学
工程类
物理
航空航天工程
声学
经典力学
作者
Min Liu,Shouying Li,Teng Wu,Yafeng Li,Huachang Meng,Zhengqing Chen
出处
期刊:Journal of Structural Engineering-asce
[American Society of Civil Engineers]
日期:2021-12-01
卷期号:147 (12)
被引量:9
标识
DOI:10.1061/(asce)st.1943-541x.0003180
摘要
The Noor III solar tower of the Ouarzazate Solar Power Station in Morocco is a very slender structure sensitive to wind excitations. Hence, tuned mass dampers (TMDs) were employed to reduce its wind-induced response. Finite-element modeling and wind-tunnel test results were employed to design the parameters of the TMD system. Four 10-t TMDs with eddy-current damping (EC-TMD) were selected for implementation (via a customized steel frame) at the top of the solar tower (i.e., inside the receiver). The effectiveness of the designed TMDs in controlling the tower was numerically studied under free vibration and forced vibration. Then, considering design and modeling errors and the possible need for on-site adjustments of EC-TMD parameters, pendulum-type EC-TMDs were fabricated. Dynamic properties of the tower were identified based on field measurements. With the installation and adjustment of the four designed EC-TMDs, the damping ratio of the Noor III solar tower was enhanced from 0.72% to 3.78%. Field measurements of tower vibrations under strong winds with/without participation of the EC-TMDs showed that significant mitigation of wind-induced response was effectively achieved by the TMDs with eddy-current damping. In addition, the on-site acceleration measured on the prototype tower was compared with the acceleration obtained for the scale model in a wind tunnel to highlight the significant Reynolds number effects on the prediction of the wind-induced response of the solar tower structure.
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