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Published in: Innovative Infrastructure Solutions 6/2024

01-06-2024 | Technical Paper

Assessing the efficacy of tuned mass dampers in mitigating wind-induced vibrations of tall structures

Authors: Chhabirani Tudu, Manaswinee Patnaik, Dilip Kumar Bagal

Published in: Innovative Infrastructure Solutions | Issue 6/2024

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Abstract

The objective of this study is to assess the effectiveness of tuned mass dampers (TMDs) in mitigating wind-induced vibrations in tall structures, with a primary focus on enhancing occupant comfort and safety. Employing the ETABS program, two 120-m-tall structures are analyzed: a symmetrical, pyramidal-shaped one and another with a simple, square floor plan, both designed in compliance with Indian Standard (IS) 456:2000. Wind loads and seismic loads for seismic zone III, estimations adhere to Indian Standard (IS) 875 (Part 3):2015 and IS 1893 (Part 1) 2002 respectively. The purpose of this research is to assess the effectiveness of TMDs in mitigating seismic and wind-induced vibrations in tall structures. A rigorous analysis of two tall building structures in Bhubaneswar, India, is compared and the gap in understanding their structural behavior and performance under dynamic loading conditions has been addressed. Interestingly the findings revealed that TMDs successfully decreased the motions in both the tall structures caused by wind. TMD in the pyramidal tower reduced lateral displacement by 84%, while in the case of regular building, the reduction in lateral displacement is as low as 71%. A remarkable inference may be drawn from the results that the TMDs not only significantly reduce lateral displacements but also enhance structural stability, particularly in irregularly shaped buildings. Furthermore, a case study of cyclone ‘Fani’ is undertaken and the effect of wind load on the performance of regular and irregular buildings are simulated under a high wind speed of 250 kmph. The outcome of this natural event is in line with the theoretical observations. The regular building showed a maximum of 84% reduction in displacement, whereas the reduction in displacement in irregular buildings was 63% when TMD was introduced in the structures. The application of TMDs in tall structures have immense implications for engineering and construction practices, offering valuable insights for designing resilient structures in cyclone-prone regions.

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Literature
3.
go back to reference Kalamkar A, Pitale NH, Patil PB (2021) Controlling seismic excitation in the RCC building with a tuned mass damper. IOP Conf Ser: Mater Sci Eng 1197(1):012039CrossRef Kalamkar A, Pitale NH, Patil PB (2021) Controlling seismic excitation in the RCC building with a tuned mass damper. IOP Conf Ser: Mater Sci Eng 1197(1):012039CrossRef
4.
go back to reference Soni SK, Patel R, Chand N (2019) Analysis of a composite high-rise building frame using lateral forces considering tuned liquid dampers using ETABS. Int J Sci Res Civil Eng 3(5):45–59 Soni SK, Patel R, Chand N (2019) Analysis of a composite high-rise building frame using lateral forces considering tuned liquid dampers using ETABS. Int J Sci Res Civil Eng 3(5):45–59
5.
go back to reference Sonawane S, Choudhury RK (2019) Analysis of multistoried building with and without tuned mass damper. Int J Tech Innov Modern Eng Sci 5(06):1–7 Sonawane S, Choudhury RK (2019) Analysis of multistoried building with and without tuned mass damper. Int J Tech Innov Modern Eng Sci 5(06):1–7
6.
go back to reference Trivedi V, Pahwa S (2018) Wind analysis and design of G+11 storied building using STAAD-Pro. Int Res J Eng Technol 5(3):205–209 Trivedi V, Pahwa S (2018) Wind analysis and design of G+11 storied building using STAAD-Pro. Int Res J Eng Technol 5(3):205–209
7.
go back to reference Kumar TD, Ibrahim M, Quadri MIP, Ali MS, Rahman SA, Khan MA (2019) Design and analysis of high-rise building using STAAD-Pro. SSRG Int J Civil Eng 6(6):7–14CrossRef Kumar TD, Ibrahim M, Quadri MIP, Ali MS, Rahman SA, Khan MA (2019) Design and analysis of high-rise building using STAAD-Pro. SSRG Int J Civil Eng 6(6):7–14CrossRef
8.
go back to reference Alhassan MA, Al-Rousan RZ, Al-Khasawneh SI (2019) Control of vibrations of common pedestrian bridges in Jordan using tuned mass dampers. In: Proceedings of the 1st international conference on optimization-driven architectural design (OPTARCH 2019) Alhassan MA, Al-Rousan RZ, Al-Khasawneh SI (2019) Control of vibrations of common pedestrian bridges in Jordan using tuned mass dampers. In: Proceedings of the 1st international conference on optimization-driven architectural design (OPTARCH 2019)
9.
go back to reference Patel MK, Bhudiya BG, Modi AV (2018) Study of dynamic resistance of RCC building by using tuned mass dampers. Int J Adv Res Eng Sci Technol 5(4):112–118 Patel MK, Bhudiya BG, Modi AV (2018) Study of dynamic resistance of RCC building by using tuned mass dampers. Int J Adv Res Eng Sci Technol 5(4):112–118
10.
go back to reference Palve BS, Patil HRM (2017) Application of tuned mass damper for vibration control of RC frame structure. Int J Res Dev Technol 7(6):1–5 Palve BS, Patil HRM (2017) Application of tuned mass damper for vibration control of RC frame structure. Int J Res Dev Technol 7(6):1–5
11.
go back to reference Samrutwar SM, Telang DP (2017) A review on the response of seismic loading on regular high-rise building with and without damper using ETABS. Int Res J Eng Technol 4(12):93–98 Samrutwar SM, Telang DP (2017) A review on the response of seismic loading on regular high-rise building with and without damper using ETABS. Int Res J Eng Technol 4(12):93–98
14.
go back to reference Jain AK (2019) Reinforced concrete—limit state design, 7th edn. New Chand & Bros, Roorkee Jain AK (2019) Reinforced concrete—limit state design, 7th edn. New Chand & Bros, Roorkee
15.
go back to reference Taranath BS (2012) Structural analysis and design of tall buildings, 1st edn. CRC Press Taranath BS (2012) Structural analysis and design of tall buildings, 1st edn. CRC Press
16.
go back to reference Holmes JD (2017) Wind loading of structures, 3rd edn. CRC Press Holmes JD (2017) Wind loading of structures, 3rd edn. CRC Press
17.
go back to reference Ahlawat R, Ahuja AK (2015) Wind loads on ‘T’ plan shape tall buildings. J Acad Ind Res 4:82–87 Ahlawat R, Ahuja AK (2015) Wind loads on ‘T’ plan shape tall buildings. J Acad Ind Res 4:82–87
18.
go back to reference Rajas AS, Shelke NL (2016) Wind analysis of high-rise building with different bracing systems. Int J Adv Res Sci Eng Technol 3(4):1923–1930 Rajas AS, Shelke NL (2016) Wind analysis of high-rise building with different bracing systems. Int J Adv Res Sci Eng Technol 3(4):1923–1930
19.
go back to reference You J, Lee C (2021) Experimental study on the effects of aspect ratio on the wind pressure coefficient of Piloti buildings. Sustainability 13:5206CrossRef You J, Lee C (2021) Experimental study on the effects of aspect ratio on the wind pressure coefficient of Piloti buildings. Sustainability 13:5206CrossRef
20.
go back to reference Bureau of Indian Standards (2017) IS 16700:2017, Indian standard code of practice criteria for structural safety of tall concrete buildings, New Delhi Bureau of Indian Standards (2017) IS 16700:2017, Indian standard code of practice criteria for structural safety of tall concrete buildings, New Delhi
21.
go back to reference Saeed A, Najm HM, Hassan A, Qaidi S, Sabri MMS, Mashaan NS (2022) A comprehensive study on the effect of regular and staggered openings on the seismic performance of shear walls. Buildings 12(9):1293CrossRef Saeed A, Najm HM, Hassan A, Qaidi S, Sabri MMS, Mashaan NS (2022) A comprehensive study on the effect of regular and staggered openings on the seismic performance of shear walls. Buildings 12(9):1293CrossRef
22.
go back to reference Bureau of Indian Standards (2000) IS 456:2000, Indian standard code of practice for plain and RC, New Delhi Bureau of Indian Standards (2000) IS 456:2000, Indian standard code of practice for plain and RC, New Delhi
23.
go back to reference Bureau of Indian Standards (2015) IS 875(Part 3):2015, Indian standard code of practice for design loads (other than Earthquake) for building and structures, Part 3 Wind Loads, New Delhi Bureau of Indian Standards (2015) IS 875(Part 3):2015, Indian standard code of practice for design loads (other than Earthquake) for building and structures, Part 3 Wind Loads, New Delhi
24.
go back to reference Bureau of Indian Standards (2002) IS 1893 (Part 1):2002, Indian standard code of practice for criteria for earthquake resistant design of structures Part 1 general provisions and building, New Delhi Bureau of Indian Standards (2002) IS 1893 (Part 1):2002, Indian standard code of practice for criteria for earthquake resistant design of structures Part 1 general provisions and building, New Delhi
Metadata
Title
Assessing the efficacy of tuned mass dampers in mitigating wind-induced vibrations of tall structures
Authors
Chhabirani Tudu
Manaswinee Patnaik
Dilip Kumar Bagal
Publication date
01-06-2024
Publisher
Springer International Publishing
Published in
Innovative Infrastructure Solutions / Issue 6/2024
Print ISSN: 2364-4176
Electronic ISSN: 2364-4184
DOI
https://doi.org/10.1007/s41062-024-01511-8

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