{"title":"Rotating semi-active tuned liquid column damper for bi-directional eccentric structural seismic response control","authors":"Cong Fu, Liangkun Wang, Zhipeng Wang, Songtao Xue, Liyu Xie","doi":"10.1016/j.jobe.2025.112205","DOIUrl":null,"url":null,"abstract":"To mitigate the translational-torsional coupling response of bi-directional eccentric buildings under seismic excitations and improve the earthquake mitigation of traditional tuned liquid column damper (TLCD), a rotating semi-active TLCD (RS-TLCD) with variable hydrostatic liquid level height and frequency, damping and rotating angle that can simultaneously control the bi-directional vibration of structures is proposed. RS-TLCD can identify the bi-directional instantaneous vibration frequency of structure through wavelet transform, and change the height of liquid column in real time to adjust its natural frequency accordingly. Meanwhile, it can change the size of adjustable flow hole to achieve real-time semi-active damping based on measured signals, while use a rotating chassis to achieve real-time adjustment of the position angle in the plane to the dominant vibration direction, to achieve bi-directional vibration control. In the case study, a 30-story bi-directional eccentric structure is presented to verify its seismic control effect, and cases with unidirectional passive TLCDs and S-TLCDs attached in X and Y directions are compared respectively. Numerical results show that generally, RS-TLCD can effectively control the displacement and torsional response of building under earthquake excitations to improve its safety and has the best earthquake mitigation performance in both X and Y directions. Meanwhile, RS-TLCD can reduce the mass of damper and the occupation of the building space because it can rotate the position angle to the dominant vibration direction, and enhance the control effect through variable liquid level height and damping.","PeriodicalId":15064,"journal":{"name":"Journal of building engineering","volume":"12 1","pages":""},"PeriodicalIF":6.7000,"publicationDate":"2025-02-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of building engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1016/j.jobe.2025.112205","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
摘要
为缓解地震激励下双向偏心建筑物的平移-扭转耦合响应,改善传统调谐液柱阻尼器(TLCD)的抗震减灾效果,提出了一种具有可变静压液面高度和频率、阻尼和旋转角度,可同时控制结构双向振动的旋转半主动 TLCD(RS-TLCD)。RS-TLCD 可通过小波变换识别结构的双向瞬时振动频率,并实时改变液柱高度以相应调整其固有频率。同时,它还可以根据测量信号改变可调流孔的大小,实现实时半主动阻尼,同时利用旋转底盘实现对主导振动方向平面内位置角的实时调整,实现双向振动控制。在案例研究中,提出了一个 30 层的双向偏心结构来验证其抗震控制效果,并分别比较了在 X 和 Y 方向连接单向被动式 TLCD 和 S-TLCD 的情况。数值结果表明,一般情况下,RS-TLCD 可以有效控制地震激励下建筑物的位移和扭转响应,从而提高其安全性,并且在 X 和 Y 两个方向上都具有最佳的减震性能。同时,RS-TLCD 由于可以将位置角旋转到主要振动方向,因此可以减少阻尼器的质量和对建筑空间的占用,并通过可变液面高度和阻尼增强控制效果。
Rotating semi-active tuned liquid column damper for bi-directional eccentric structural seismic response control
To mitigate the translational-torsional coupling response of bi-directional eccentric buildings under seismic excitations and improve the earthquake mitigation of traditional tuned liquid column damper (TLCD), a rotating semi-active TLCD (RS-TLCD) with variable hydrostatic liquid level height and frequency, damping and rotating angle that can simultaneously control the bi-directional vibration of structures is proposed. RS-TLCD can identify the bi-directional instantaneous vibration frequency of structure through wavelet transform, and change the height of liquid column in real time to adjust its natural frequency accordingly. Meanwhile, it can change the size of adjustable flow hole to achieve real-time semi-active damping based on measured signals, while use a rotating chassis to achieve real-time adjustment of the position angle in the plane to the dominant vibration direction, to achieve bi-directional vibration control. In the case study, a 30-story bi-directional eccentric structure is presented to verify its seismic control effect, and cases with unidirectional passive TLCDs and S-TLCDs attached in X and Y directions are compared respectively. Numerical results show that generally, RS-TLCD can effectively control the displacement and torsional response of building under earthquake excitations to improve its safety and has the best earthquake mitigation performance in both X and Y directions. Meanwhile, RS-TLCD can reduce the mass of damper and the occupation of the building space because it can rotate the position angle to the dominant vibration direction, and enhance the control effect through variable liquid level height and damping.
期刊介绍:
The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.