Tuned Mass Dampers in Tall Buildings: A Practical Performance-Based Design Approach

被引:2
作者
Love, J. S. [1 ]
Smith, A. W. [1 ]
Haskett, T. C. [1 ]
Robinson, J. K. [1 ]
Morava, B. [1 ]
机构
[1] RWDI Inc, Motioneering Inc, 600 Southgate Dr, Guelph, ON N1G 4P6, Canada
关键词
Tuned mass damper (TMD); Wind-induced motion; Structural control; High-rise construction; Performance-based design; DYNAMIC VIBRATION ABSORBERS; FIELD-MEASUREMENTS; RANDOM DECREMENT; WIND; SYSTEMS;
D O I
10.1061/(ASCE)SC.1943-5576.0000738
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Tuned mass dampers (TMDs) are increasingly being used to reduce the motion of tall buildings during common wind events. Despite TMDs receiving extensive theoretical research for many decades, dissemination of the practical aspects of designing and installing these devices is severely lacking. Since they are relatively new to the high-rise construction industry, TMD installations may be viewed by design and construction teams as having considerable risk. This paper describes the process of implementing a TMD in a tall building to demystify the devices for practicing structural engineers, architects, general contractors, and owners. It is hoped that this demystification will help these parties understand and control the real and perceived risks associated with TMD implementations. Since prescriptive, code-based procedures are unsuitable for TMD design, a performance-based design approach must be used to ensure the TMD attains specified performance objectives. The TMD implementation process is described in four phases: concept design, detailed design, fabrication and installation, and tuning and commissioning. This paper does not present new theoretical or experimental research but instead provides a broad, practical overview of real-world TMD installations for practitioners. The content of this paper has been obtained from the design and installation of dozens of TMDs in tall buildings around the world.
引用
收藏
页数:13
相关论文
共 50 条
[31]   Seismic energy dissipation-based optimum design of tuned mass dampers [J].
Mohammad Reza Shayesteh Bilondi ;
Hessam Yazdani ;
Mohsen Khatibinia .
Structural and Multidisciplinary Optimization, 2018, 58 :2517-2531
[32]   Performance-based layout optimization framework of tall buildings subjected to dynamic wind load [J].
Alanani, Magdy ;
Elshaer, Ahmed .
ENGINEERING STRUCTURES, 2025, 336
[33]   Performance-based wind evaluation and strengthening of existing tall concrete buildings in the Los Angeles region: dampers, nonlinear time history analysis and structural reliability [J].
Hart, Gary C. ;
Jain, Anurag .
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2014, 23 (16) :1256-1274
[34]   Two-stage optimum design of tuned mass dampers with consideration of stroke [J].
Wang, Jer-Fu ;
Lin, Chi-Chang ;
Lian, Chien-Hsun .
STRUCTURAL CONTROL & HEALTH MONITORING, 2009, 16 (01) :55-72
[35]   Coupled Tuned Mass Dampers for the Seismic Control of Asymmetric-Plan Buildings [J].
Lin, Jui-Liang ;
Tsai, Keh-Chyuan ;
Yu, Yi-Jer .
EARTHQUAKE SPECTRA, 2010, 26 (03) :749-778
[36]   Towards Performance-Based Design of Masonry Buildings: Literature Review [J].
Zeng, Bowen ;
Li, Yong .
BUILDINGS, 2023, 13 (06)
[37]   Multi-objective optimal design of tuned mass dampers [J].
Lavan, Oren .
STRUCTURAL CONTROL & HEALTH MONITORING, 2017, 24 (11)
[38]   INSTANTANEOUS PHASE DETECTION FOR PERFORMANCE VERIFICATION OF TUNED MASS DAMPERS [J].
Lin, Ging-Long ;
Lin, Chi-Chang .
ASME PRESSURE VESSELS AND PIPING CONFERENCE - 2015, VOL 8, 2015,
[39]   Effects of hysteretic damping on the seismic performance of tuned mass dampers [J].
Kiani, Mahdi ;
Amiri, Javad Vaseghi .
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2019, 28 (01)
[40]   Performance-based design of seismic isolated buildings considering multiple performance objectives [J].
Morgan, Troy A. ;
Mahin, Stephen A. .
SMART STRUCTURES AND SYSTEMS, 2008, 4 (05) :655-666