Equivalent Static Wind Load for Structures with Inerter-Based Vibration Absorbers

被引:0
作者
Su, Ning [1 ]
Peng, Shitao [1 ]
Chen, Zhaoqing [2 ]
Hong, Ningning [1 ]
Uematsu, Yasushi [3 ]
机构
[1] Minist Transport Peoples Republ China, Tianjin Res Inst Water Transport Engn, Tianjin 300456, Peoples R China
[2] Northeast Elect Power Univ, Sch Civil Engn & Architecture, Jilin 132012, Peoples R China
[3] Akita Coll, Natl Inst Technol KOSEN, Akita 0118511, Japan
来源
WIND | 2022年 / 2卷 / 04期
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
equivalent static wind load; dynamic vibration absorber; gust response factor; wind-induced response; vibration control; inerter; TUNED MASS-DAMPER; INDUCED RESPONSES; OPTIMAL-DESIGN; DISTRIBUTIONS; PERFORMANCE; BUILDINGS; FORCES;
D O I
10.3390/wind2040040
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Equivalent Static Wind Loads (ESWL) are desired in structural design to consider peak dynamic wind effects. Conventional ESWLs are for structures without control. For flexible structures with vibration control devices, the investigation of ESWL is required. Inerter-based Vibration Absorbers (IVAs), due to the light weight and high performance, gained much research attention recently. This paper established a generic analytical framework of ESWL for structures with IVAs. The analytical optimal design formulas for IVAs with different configurations and installation locations are provided. Subsequently, the solutions to uncontrolled and controlled wind-induced responses are derived based on the filter approach. Finally, the ESWL for controlled structures are presented with a gust response factor approach. The ESWL estimation for a tall chimney controlled by IVAs is illustrated, and the results revealed a significant ESWL reduction effect of the IVAs, particularly for the cross-wind vortex resonance. In the presented framework, the conventional uncontrolled ESWL can be converted to the controlled one with a control ratio. The closed form solution of the control ratio is provided, which enables a quick estimation of ESWL for controlled structures particularly in the preliminary design stage. The presented approach has the potential to be extended to more complex structures and vibration control devices.
引用
收藏
页码:766 / 783
页数:18
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