A Common Framework for Tuned and Active Mass Dampers: Application to a Two-Storey Building Model

被引:5
作者
Magdaleno, A. [1 ]
Pereira, E. [2 ]
Reynolds, P. [3 ]
Lorenzana, A. [1 ]
机构
[1] Univ Valladolid, ITAP, Valladolid 47011, Spain
[2] Univ Alcala, Dept Signal Proc & Commun, Madrid 28805, Spain
[3] Univ Exeter, Dept Engn, Exeter EX4 4QF, Devon, England
关键词
Structural dynamics; Tuned mass damper; Active mass damper; Vibration control; WIND RESPONSE CONTROL; OF-THE-ART; VIBRATION CONTROL; TALL BUILDINGS;
D O I
10.1007/s40799-020-00432-2
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper presents a common framework for designing tune mass dampers (TMD) and active mass dampers (AMD) to control the vibrations of shear buildings. This common framework is used for tuning the parameters of TMD and AMD devices in order to achieve a particular control objective. Thus, TMD and AMD can be better compared in practical applications. As an application example, two scaled TMD and AMD prototypes are tuned and installed in a two-storey building model. The parameters of the TMD and AMD are obtained by using this common framework and the same control objective. Finally, the performance assessment of these scaled prototypes is presented, highlighting the theoretical limitations and implementation problems, which can be used as practical guidelines for future real implementations.
引用
收藏
页码:661 / 671
页数:11
相关论文
共 24 条
[1]   Active control of along wind response of tall building using a fuzzy controller [J].
Aldawod, M ;
Samali, B ;
Naghdy, F ;
Kwok, KCS .
ENGINEERING STRUCTURES, 2001, 23 (11) :1512-1522
[2]   Vibration control of high-rise buildings for wind: a robust passive and active tuned mass damper [J].
Aly, Aly Mousaad .
SMART STRUCTURES AND SYSTEMS, 2014, 13 (03) :473-500
[3]   Simple ATMD control methodology for tall buildings subject to wind loads [J].
Ankireddi, S ;
Yang, HTY .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1996, 122 (01) :83-91
[4]   Identification of damping and complex modes in structural vibrations [J].
Bajric, Anela ;
Hogsberg, Jan .
JOURNAL OF SOUND AND VIBRATION, 2018, 431 :367-389
[5]   Mass dampers and their optimal designs for building vibration control [J].
Chang, CC .
ENGINEERING STRUCTURES, 1999, 21 (05) :454-463
[6]   Effect of Shear Walls on the Active Vibration Control of Buildings [J].
El Ouni, Mohamed Hechmi ;
Laissy, Mohamed Y. ;
Ismaeil, Mohammed ;
Ben Kahla, Nabil .
BUILDINGS, 2018, 8 (11)
[7]   Wind response control of tall buildings with a tuned mass damper [J].
Elias, Said ;
Matsagar, Vasant .
JOURNAL OF BUILDING ENGINEERING, 2018, 15 :51-60
[8]   Wind-Induced Vibration Mitigation in Tall Buildings Using the Tuned Mass-Damper-Inerter [J].
Giaralis, Agathoklis ;
Petrini, Francesco .
JOURNAL OF STRUCTURAL ENGINEERING, 2017, 143 (09)
[9]   Implementation considerations for active vibration control in the design of floor structures [J].
Hudson, M. J. ;
Reynolds, P. .
ENGINEERING STRUCTURES, 2012, 44 :334-358
[10]   Active and semi-active vibration control of buildings in Japan-Practical applications and verification [J].
Ikeda, Yoshiki .
STRUCTURAL CONTROL & HEALTH MONITORING, 2009, 16 (7-8) :703-723