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Optimal tuned mass-damper-inerter (TMDI) design in wind-excited tall buildings for occupants’ comfort serviceability performance and energy harvesting
Abstract
Abstract The tuned mass-damper-inerter (TMDI) couples the classical tuned mass-damper (TMD) with an inerter device which develops a resisting force proportional to the relative acceleration of its ends by the “inertance” constant. Previous works demonstrated that the TMDI leads to efficient broadband vibration control for a range of different structures under different dynamic excitations. This paper proposes a novel optimal TMDI design formulation to address occupants’ comfort in wind-excited slender tall buildings susceptible to vortex shedding (VS) effects and to explore optimal TMDI’s potential for transforming part of the wind-induced kinetic energy to usable electricity in tall buildings. Attention is focused on investigating benefits of TMDIs with different inertial properties (i.e., secondary mass/weight and inertance) configured in different topologies defined by the number of floors spanned by the inerter device to connect the secondary mass to the building structure. Optimally designed TMDIs for a wide range of inertial properties and three different topologies are obtained through numerical solution of the underlying optimization problem for a benchmark 305.9 m tall building with more than 6 height-to-width ratio subjected to experimentally calibrated spatially-correlated across-wind force field accounting for VS effects. Fixed performance design graphs on the TMDI inertial (mass-inertance) plane are furnished demonstrating that any fixed structural performance level in terms of occupants’ comfort (i.e., peak top floor acceleration) can be achieved through lightweight TMDIs as long as sufficient inertance is provided. Further, TMDI robustness to host structure properties and to reference wind velocity is shown to increase by increasing inertance or by spanning more floors in connecting the secondary mass with the host structure by the inerter. Lastly, it is found that increased available energy for harvesting in wind excited tall buildings is achieved by incorporating electromagnetic motors in TMDIs with varying damping property, while concurrent reduced floor acceleration and increased available energy for harvesting is accomplished by TMDI topologies with inerters spanning more floors.
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Citations
Cites
Synthesis of mechanical networks: the inerter
Smith, M. C. (2002) · IEEE Transactions on Automatic Control · doi:10.1109/tac.2002.803532 · Cited by 1,828
Marian, L., & Giaralis, A. (2014) · Probabilistic Engineering Mechanics · doi:10.1016/j.probengmech.2014.03.007 · Cited by 828
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Research works printed but not linked: 39
- Liang, 2002, Mathematical model of across-wind dynamic loads on rectangular tall buildings, J Wind Eng Ind Aerodyn, 90, 201, 10.1016/S0167-6105(02)00285-4 · DOI
- Tanaka, 2012, Experimental investigation of aerodynamic forces and wind pressures acting on tall buildings with various unconventional configurations, J Wind Eng Ind Aerodyn, 107–108, 179, 10.1016/j.jweia.2012.04.014 · doi:10.1016/j.jweia.2012.04.014
- Tamura, 2006, Evaluation perception of wind-induced vibration in buildings, Proc Inst Civ Eng Struct Build, 159, 283, 10.1680/stbu.2006.159.5.283 · DOI
- Kwok, 2009, Perception of vibration and occupant comfort in wind-excited tall buildings, J Wind Eng Ind Aerodyn, 7, 368, 10.1016/j.jweia.2009.05.006 · DOI · Paper page
- Ierimonti, 2017, Investigation on life-cycle damage cost of wind-excited tall buildings considering directionality effects, J Wind Eng Ind Aerodyn, 171, 207, 10.1016/j.jweia.2017.09.020 · doi:10.1016/j.jweia.2017.09.020
- Caracoglia, 2018, Unified stochastic dynamic and damage cost model for the structural analysis of tall buildings in thunderstorm-like winds, ASME J Risk Uncertainty Part B, 4, 04018043, 10.1061/AJRUA6.0000999 · doi:10.1061/ajrua6.0000999
- Deng, 2019, Performance-based wind-resistant optimization design for tall building structures, J Struct Eng, 145, 04019103, 10.1061/(ASCE)ST.1943-541X.0002383 · DOI
- Bernardini, 2015, Performance-based design of high-rise buildings for occupant comfort, J Struct Eng, 141, 04014244, 10.1061/(ASCE)ST.1943-541X.0001223 · DOI
- Ciampoli, 2012, Performance-based aeolian risk assessment and reduction for tall buildings, Prob Eng Mech, 28, 75, 10.1016/j.probengmech.2011.08.013 · DOI
- Petrini, 2012, Performance-based wind design of tall buildings, Struct Infrastruct Eng, 8, 954
- Elias, 2018, Wind response control of tall buildings with a tuned mass damper, J Build Eng, 15, 51, 10.1016/j.jobe.2017.11.005 · DOI
- Tse, 2012, Performance and cost evaluation of a smart tuned mass damper for suppressing wind-induced lateral-torsional motion of tall structures, J Struct Eng, 138, 514, 10.1061/(ASCE)ST.1943-541X.0000486 · DOI
- Ierimonti, 2018, Life-cycle damage-based cost analysis of tall buildings equipped with tuned mass dampers, J Wind Eng Ind Aerodyn, 176, 54, 10.1016/j.jweia.2018.03.009 · DOI
- Ni T, Zuo L, Kareem A. Assessment of Energy Potential and Vibration Mitigation of Regenerative Tuned Mass Dampers on Wind Excited Tall Buildings. 2011 ASME Design Engineering Technical Conferences; Washington DC, 2011, August 28–31. · DOI
- Shen, 2018, Energy regenerative tuned mass dampers in high-rise buildings, Struct Control Hlth, 25
- Tang, 2012, Simultaneous energy harvesting and vibration control of structures with tuned mass dampers, J Intell Material Syst Struct, 23, 2117, 10.1177/1045389X12462644 · DOI
- Shen, 2012, Xu Yl. An experimental study on self-powered vibration control and monitoring system using electromagnetic TMD and wireless sensors, Sens Actuator A-Phys, 180, 166, 10.1016/j.sna.2012.04.011 · DOI
- Gonzalez-Buelga, 2014, An optimised tuned mass damper/harvester device, Struct Control Hlth, 21, 1154, 10.1002/stc.1639 · DOI
- Gkoktsi, 2019, A multi-sensor sub-Nyquist power spectrum blind sampling approach for low-power wireless sensors in operational modal analysis applications, Mech Syst Signal Pr, 116, 879, 10.1016/j.ymssp.2018.06.049 · doi:10.1016/j.ymssp.2018.06.049
- Petrini, 2018, Piezoelectric energy harvesting from vortex shedding and galloping induced vibrations inside HVAC ducts, Energ Build, 158, 371, 10.1016/j.enbuild.2017.09.099 · doi:10.1016/j.enbuild.2017.09.099
- Shen, 2019, Unify energy harvesting and vibration control functions in randomly excited structures with electromagnetic devices, J Eng Mech, 145, 04018115
- Giaralis, 2017, Wind-induced vibration mitigation in tall buildings using the tuned mass-damper-inerter, J Struct Eng, 143, 04017127, 10.1061/(ASCE)ST.1943-541X.0001863 · DOI · Paper page
- Giaralis, 2018, Optimal tuned mass-damper-inerter (TMDI) design for seismically excited MDOF structures with model uncertainties based on reliability criteria, Struct Control Health Monitor, 25, 10.1002/stc.2082 · DOI · Paper page
- Marian, 2017, The tuned mass-damper-inerter for harmonic vibrations suppression, attached mass reduction, and energy harvesting, Smart Struct Syst, 19, 665
- Brzeski, 2017, Experimental study of the novel tuned mass damper with inerter which enables changes of inertance, J Sound Vib, 404, 47, 10.1016/j.jsv.2017.05.034 · DOI
- Spence, 2012, Large scale reliability-based design optimization of wind excited tall buildings, Prob Eng Mech, 28, 206, 10.1016/j.probengmech.2011.08.001 · DOI
- Spence, 2014, Tall buildings and damping: a concept-based data-driven model, J Struct Eng, 140, 04014005, 10.1061/(ASCE)ST.1943-541X.0000890 · DOI
- Dai, 2019, Tuned mass-damper-inerter control of wind-induced vibration of flexible structures based on inerter location, Eng Struct, 199, 10.1016/j.engstruct.2019.109585 · DOI · Paper page
- Watanabe Y, Ikago K, Inoue N, Kida H, Nakaminami S, Tanaka H, et al. Full-scale dynamic tests and analytical verification of a force-restricted tuned viscous mass damper. In: 15th World conference on earthquake engineering. Lisbon, Portugal; 2012.
- Nakamura, 2014, Seismic response control using electromagnetic inertial mass dampers, Earthq Eng Struct Dyn, 43, 507, 10.1002/eqe.2355 · DOI · Paper page
- Davenport, 1964, Note on the distribution of the largest value of a random function with application to gust loading, Proc Inst Civil Eng, 28, 187
- Charles, 2003, Analysis of generalized pattern searches, SIAM J Optim, 13, 889
- Steenbergen, 2012, The effect of climate change and natural variability on wind loading values for buildings, Build Environ, 55, 178, 10.1016/j.buildenv.2012.03.010 · DOI
- Ruiz, 2018, Risk-informed optimization of the tuned mass-damper-inerter (TMDI) for the seismic protection of multi-storey building structures, Eng Struct, 177, 836, 10.1016/j.engstruct.2018.08.074 · DOI
- Cassidy, 2011, Design and experimental characterization of an electromagnetic transducer for large-scale vibratory energy harvesting applications, J Intell Mater Syst Struct, 22, 2009, 10.1177/1045389X11421824 · DOI
- Hendijanizadeh, 2013, Output power and efficiency of electromagnetic energy harvesting systems with constrained range of motion, Smart Mat Struct, 22, 10.1088/0964-1726/22/12/125009 · DOI
- Asai, 2017, Energy harvesting potential of tuned inertial mass electromagnetic transducers, Mech Sys Signal Pr, 84, 569
- Zhu, 2019, Mechanical and energy-harvesting model for electromagnetic inertial mass dampers, Mech Sys Signal Pr, 120, 203, 10.1016/j.ymssp.2018.10.023 · DOI · Paper page
- De Angelis, 2019, Optimal tuning and assessment of inertial dampers with grounded inerter for vibration control of seismically excited base-isolated systems, Eng Struct, 196, 10.1016/j.engstruct.2019.05.091 · DOI
Cited by
Inerter-based structural vibration control: A state-of-the-art review
Ma, R., Bi, K., & Hao, H. (2021) · Engineering Structures · doi:10.1016/j.engstruct.2021.112655 · Cited by 445
Kang, X., Huang, Q., Wu, Z., Tang, J., Jiang, X., & Lei, S. (2024) · Computer Modeling in Engineering & Sciences · doi:10.32604/cmes.2023.043936 · Cited by 22
Calayir, M., Tao, J., Mercan, O., & Bezabeh, M. A. (2026) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.70129 · Cited by 8
Metadata
- Authors
- Petrini, F., Giaralis, A., & Wang, Z.
- Venue
- Engineering Structures
- Publisher
- Elsevier BV
- Published
- 2020-02
- Volume
- 204
- Pages
- 109904
- ISSN
- 0141-0296 (ISSN-L)
- OpenAlex
- W2989606937
- Cited by
- 199
- References
- 2
- FWCI
- 13.64
- Type
- journal article
- Language
- en
- Open access
- closed
- Licence
- www.elsevier.com/tdm/userlicense/1.0/ (tdm)
- www.elsevier.com/legal/tdmrep-license (tdm)
- Funders
- Engineering and Physical Sciences Research Council
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- Petrini, F., Giaralis, A., & Wang, Z. (2020). Optimal tuned mass-damper-inerter (TMDI) design in wind-excited tall buildings for occupants’ comfort serviceability performance and energy harvesting. Engineering Structures. https://doi.org/10.1016/j.engstruct.2019.109904
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