Study on a multiple pounding tuned rotary mass damper and its damping performance

被引：0
作者：
Li S.-J. [1 ]
Fan P.-R. [1 ]
Kong F. [2 ]
Zhang Y.-J. [3 ]
Wang L.-C. [4 ]
机构：
[1] School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan
[2] College of Civil Engineering, Hefei University of Technology, Hefei
[3] School of Safety Science and Emergency Management, Wuhan University of Technology, Wuhan
[4] Wuhan University of Technology, Advanced Engineering Technology Research Institute of Zhongshan City, Zhongshan
来源：
Zhendong Gongcheng Xuebao/Journal of Vibration Engineering | 2023年 / 36卷 / 03期
关键词：
hollow-floor structure; multiple tuned mass damper; pounding tuned rotary mass damper; vibration control; vibration reduction performance;
D O I：
10.16385/j.cnki.issn.1004-4523.2023.03.022
中图分类号：
学科分类号：
摘要：
Based on the previous research of pounding tuned rotary mass damper（PTRMD），a multiple pounding tuned rotary mass damper（MPTRMD）is proposed，which can be distributed and installed in the prefabricated cavity of the hollow floor slabs. This arrangement of MPTRMD is designed to take advantage of the cavity of the hollow modules thus avoiding extra spatial occupation of the dampers and maintaining the original layouts and functions of the structures. Moreover，this damping method is flexible to be installed in both horizontal and altitude directions of the structures according to the practical needs of the engineering applications. The device separates the practical mass of a single oscillator into multiple lightweight dampers，making it technically possible for the miniaturization and the application of the dampers with large additional mass. The dynamic equation of the controlled system with MPTRMD is derived，and its vibration reduction performance is also studied. The results show that the proposed MPTRMD has strong energy dissipation capacity and can effectively reduce the dynamic responses of the structure with different control schemes. The analysis about the number of dampers split shows that after the PTRMD vibrator is split，the control effect of the damper is rapidly improved when the number is small at the beginning，but with the further increase of the number，after reaching a certain degree，the lifting capacity slows down and has a downward trend，shows that there is an optimal interval. © 2023 Nanjing University of Aeronautics an Astronautics. All rights reserved.
引用
收藏
页码：796 / 803
页数：7
相关论文
共 17 条
[1]  
Chen Y H, Fu L M., Application of waffle cavity slab technology in large-scale commercial architecture［J］, Huazhong Architecture, 25, 10, pp. 32-34, (2007)
[2]  
Churakov A., Biaxial hollow slab with innovative types of voids［J］, Construction of Unique Buildings and Structures, 21, 6, pp. 70-88, (2014)
[3]  
Lu W R, Yao S, Li Q，, Et al., Study on vertical mechanical performance of cast-in-situ hollow floor with wide flat beam［J］, Building Structure, 50, 15, pp. 63-68, (2020)
[4]  
Li S J, Ding Z Q，, Sun L，, Et al., RTMD damping technology based on hollow floor and experimental study［J］, Journal of Architecture and Civil Engineering, 37, 3, pp. 37-44, (2020)
[5]  
Li S J, Yang W T, Du Z K，, Et al., Study on a pounding tuned rotary mass damper and its vibration reduction performance［J］, Journal of Vibration Engineering, 31, 5, pp. 845-853, (2018)
[6]  
Li S J, Sun L, Yu H，, Et al., Experimental study on the vibration control performance of a pounding tuned rotary mass damper ［J］, Journal of Vibration Engineering, 33, 5, pp. 861-868, (2020)
[7]  
Abe M，, Fujino Y., Dynamic characterization of multiple tuned mass dampers and some design formulas［J］, Earthquake Engineering & Structural Dynamics, 23, 8, pp. 813-835, (1994)
[8]  
Li C X, Xiong X Y., Research on MTMD optimal parameters to suppress seismic response of structures［J］, Journal of Vibration and Shock, 18, 1, pp. 63-66, (1999)
[9]  
Tu W G, Zou Y S., Study on multistory structures with multi-mode control of MTMD［J］, Earthquake Engineering and Engineering Dynamics, 23, 5, pp. 174-179, (2003)
[10]  
Zhang P, Song G B, Li H N，, Et al., Seismic control of power transmission tower using pounding TMD［J］, Journal of Engineering Mechanics, 139, 10, pp. 1395-1406, (2013)
12