Experimental and Numerical Investigation of the Mitigation of Structural Vibrations Caused by Ground Acceleration with TLCD Application

Sefer Arda Serbes; Huseyin Dal; Muhammed Necmeddin Sami Inanir; Muaz Kemerli; Ahmet Aydin; Erkan Celebi; Tahsin Engin

doi:10.1109/ISAS60782.2023.10391647

Experimental and Numerical Investigation of the Mitigation of Structural Vibrations Caused by Ground Acceleration with TLCD Application

Sefer Arda Serbes^*, Huseyin Dal, Muhammed Necmeddin Sami Inanir, Muaz Kemerli, Ahmet Aydin, Erkan Celebi, Tahsin Engin

^*Bu çalışma için yazışmadan sorumlu yazar

Makina Mühendisliği Bölümü

Araştırma sonucu: Kitap/Rapor/Konferans Bildirisinde Bölüm › Konferans katkısı › bilirkişi

Özet

In this study, the application of a Tuned Liquid Column Damper (TLCD) for the mitigation of vibrations in buildings were numerically and experimentally investigated. For this purpose, a frequency-matched signle story model of a structure of an 8-story building and a corresponding TLCD model were designed and manufactured. The stiffness coefficient was determined through the free vibration tests. The structure with and without TLCD were subjected to free and harmonic vibrations in the 0-1 Hz frequency range using a six-degree-of-freedom shaking table. For numerical analysis, the nonlinear mathematical model of the system was established and solved using the 4th-order Runge-Kutta method. The accuracy of the mathematical model was demonstrated by comparing the experimental and numerical results. The analyses revealed that the application of TLCD is effective in reducing structural vibrations.

Orijinal dil	İngilizce
Ana bilgisayar yayını başlığı	ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings
Yayınlayan	Institute of Electrical and Electronics Engineers Inc.
ISBN (Elektronik)	9798350383065
DOI'lar	https://doi.org/10.1109/ISAS60782.2023.10391647
Yayın durumu	Yayınlandı - 2023
Etkinlik	7th International Symposium on Innovative Approaches in Smart Technologies, ISAS 2023 - Istanbul, Turkey Süre: 23 Kas 2023 → 25 Kas 2023

Yayın serisi

Adı	ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings

???event.eventtypes.event.conference???

???event.eventtypes.event.conference???	7th International Symposium on Innovative Approaches in Smart Technologies, ISAS 2023
Ülke/Bölge	Turkey
Şehir	Istanbul
Periyot	23/11/23 → 25/11/23

Bibliyografik not

Publisher Copyright:
© 2023 IEEE.

Finansman

The authors gratefully acknowledge TÜBİTAK for making this project possible under Grant No: 221M148.

Finansörler	Finansör numarası
Türkiye Bilimsel ve Teknolojik Araştırma Kurumu	221M148

Belgeye Erişim

10.1109/ISAS60782.2023.10391647

Diğer Dosyalar ve Linkler

Link to publication in Scopus

Alıntı Yap

Serbes, S. A., Dal, H., Inanir, M. N. S., Kemerli, M., Aydin, A., Celebi, E., & Engin, T. (2023). Experimental and Numerical Investigation of the Mitigation of Structural Vibrations Caused by Ground Acceleration with TLCD Application. In ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings (ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings). Institute of Electrical and Electronics Engineers Inc.. https://doi.org/10.1109/ISAS60782.2023.10391647

Serbes, Sefer Arda ; Dal, Huseyin ; Inanir, Muhammed Necmeddin Sami et al. / Experimental and Numerical Investigation of the Mitigation of Structural Vibrations Caused by Ground Acceleration with TLCD Application. ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings. Institute of Electrical and Electronics Engineers Inc., 2023. (ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings).

@inproceedings{f2265469121f488d8a6422e90e2d8fa5,

title = "Experimental and Numerical Investigation of the Mitigation of Structural Vibrations Caused by Ground Acceleration with TLCD Application",

abstract = "In this study, the application of a Tuned Liquid Column Damper (TLCD) for the mitigation of vibrations in buildings were numerically and experimentally investigated. For this purpose, a frequency-matched signle story model of a structure of an 8-story building and a corresponding TLCD model were designed and manufactured. The stiffness coefficient was determined through the free vibration tests. The structure with and without TLCD were subjected to free and harmonic vibrations in the 0-1 Hz frequency range using a six-degree-of-freedom shaking table. For numerical analysis, the nonlinear mathematical model of the system was established and solved using the 4th-order Runge-Kutta method. The accuracy of the mathematical model was demonstrated by comparing the experimental and numerical results. The analyses revealed that the application of TLCD is effective in reducing structural vibrations.",

keywords = "structural vibrations, TLCD, tuned liquid column damper, vibration absorber",

author = "Serbes, {Sefer Arda} and Huseyin Dal and Inanir, {Muhammed Necmeddin Sami} and Muaz Kemerli and Ahmet Aydin and Erkan Celebi and Tahsin Engin",

note = "Publisher Copyright: {\textcopyright} 2023 IEEE.; 7th International Symposium on Innovative Approaches in Smart Technologies, ISAS 2023 ; Conference date: 23-11-2023 Through 25-11-2023",

year = "2023",

doi = "10.1109/ISAS60782.2023.10391647",

language = "English",

series = "ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings",

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Serbes, SA, Dal, H, Inanir, MNS, Kemerli, M, Aydin, A, Celebi, E & Engin, T 2023, Experimental and Numerical Investigation of the Mitigation of Structural Vibrations Caused by Ground Acceleration with TLCD Application. in ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings. ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings, Institute of Electrical and Electronics Engineers Inc., 7th International Symposium on Innovative Approaches in Smart Technologies, ISAS 2023, Istanbul, Turkey, 23/11/23. https://doi.org/10.1109/ISAS60782.2023.10391647

Experimental and Numerical Investigation of the Mitigation of Structural Vibrations Caused by Ground Acceleration with TLCD Application. / Serbes, Sefer Arda; Dal, Huseyin; Inanir, Muhammed Necmeddin Sami et al.
ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings. Institute of Electrical and Electronics Engineers Inc., 2023. (ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings).

Araştırma sonucu: Kitap/Rapor/Konferans Bildirisinde Bölüm › Konferans katkısı › bilirkişi

TY - GEN

T1 - Experimental and Numerical Investigation of the Mitigation of Structural Vibrations Caused by Ground Acceleration with TLCD Application

AU - Serbes, Sefer Arda

AU - Dal, Huseyin

AU - Inanir, Muhammed Necmeddin Sami

AU - Kemerli, Muaz

AU - Aydin, Ahmet

AU - Celebi, Erkan

AU - Engin, Tahsin

PY - 2023

Y1 - 2023

N2 - In this study, the application of a Tuned Liquid Column Damper (TLCD) for the mitigation of vibrations in buildings were numerically and experimentally investigated. For this purpose, a frequency-matched signle story model of a structure of an 8-story building and a corresponding TLCD model were designed and manufactured. The stiffness coefficient was determined through the free vibration tests. The structure with and without TLCD were subjected to free and harmonic vibrations in the 0-1 Hz frequency range using a six-degree-of-freedom shaking table. For numerical analysis, the nonlinear mathematical model of the system was established and solved using the 4th-order Runge-Kutta method. The accuracy of the mathematical model was demonstrated by comparing the experimental and numerical results. The analyses revealed that the application of TLCD is effective in reducing structural vibrations.

AB - In this study, the application of a Tuned Liquid Column Damper (TLCD) for the mitigation of vibrations in buildings were numerically and experimentally investigated. For this purpose, a frequency-matched signle story model of a structure of an 8-story building and a corresponding TLCD model were designed and manufactured. The stiffness coefficient was determined through the free vibration tests. The structure with and without TLCD were subjected to free and harmonic vibrations in the 0-1 Hz frequency range using a six-degree-of-freedom shaking table. For numerical analysis, the nonlinear mathematical model of the system was established and solved using the 4th-order Runge-Kutta method. The accuracy of the mathematical model was demonstrated by comparing the experimental and numerical results. The analyses revealed that the application of TLCD is effective in reducing structural vibrations.

KW - structural vibrations

KW - TLCD

KW - tuned liquid column damper

KW - vibration absorber

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DO - 10.1109/ISAS60782.2023.10391647

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T3 - ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings

BT - ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings

PB - Institute of Electrical and Electronics Engineers Inc.

T2 - 7th International Symposium on Innovative Approaches in Smart Technologies, ISAS 2023

Y2 - 23 November 2023 through 25 November 2023

ER -

Serbes SA, Dal H, Inanir MNS, Kemerli M, Aydin A, Celebi E et al. Experimental and Numerical Investigation of the Mitigation of Structural Vibrations Caused by Ground Acceleration with TLCD Application. In ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings. Institute of Electrical and Electronics Engineers Inc. 2023. (ISAS 2023 - 7th International Symposium on Innovative Approaches in Smart Technologies, Proceedings). doi: 10.1109/ISAS60782.2023.10391647

Experimental and Numerical Investigation of the Mitigation of Structural Vibrations Caused by Ground Acceleration with TLCD Application

Özet

Yayın serisi

???event.eventtypes.event.conference???

Bibliyografik not

Finansman

Belgeye Erişim

Diğer Dosyalar ve Linkler

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