Browse > Article
http://dx.doi.org/10.12989/sem.2022.83.5.655

Analytical and experimental investigations on the performance of tuned liquid column ball damper considering a hollow ball  

Shah, Mati Ullah (School of Civil and Environmental Engineering (SCEE), National University of Sciences and Technology (NUST))
Usman, Muhammad (School of Civil and Environmental Engineering (SCEE), National University of Sciences and Technology (NUST))
Kim, In-Ho (Department of Civil Engineering, Kunsan National University)
Dawood, Sania (School of Civil and Environmental Engineering (SCEE), National University of Sciences and Technology (NUST))
Publication Information
Structural Engineering and Mechanics / v.83, no.5, 2022 , pp. 655-669 More about this Journal
Abstract
Passive vibration control devices like tuned liquid column dampers (TLCD) not only significantly reduce buildings' vibrations but also can serve as a water storage facility. The recently introduced modified form of TLCD known as tuned liquid column ball damper (TLCBD) suppressed external vibration efficiently compared to traditional TLCD. For excellent performance, the mass ratio of TLCBD should be in the range of 5% to 7%, which does not include the mass of the ball. This additional mass of the ball increases the overall structure mass. Therefore, in this paper, an effort is made to reduce the mass of TLCBD. For this purpose, a new modified version of TLCBD known as tuned liquid column hollow ball damper (TLCHBD) is proposed. The existing mathematical modeling of TLCBD is used for this new damper by updating the numerical values of the mass and mass moment of the ball. Analytically the optimal design parameters are obtained. Numerically the TLCHBD is investigated with a single degree of freedom structure under harmonic and seismic loadings. It is found that TLCHBD performance is similar to TLCBD in both loadings' cases. To validate the numerical results, an experimental study is conducted. The mass of the ball of TLCHBD is reduced by 50% compared to the ball of TLCBD. Both the arrangements are studied with a multi-degree of freedom structure under harmonic and seismic loadings using a shake table. The results of the experimental study confirm the numerical findings. It is found that the performance behavior of both the dampers is almost similar under harmonic and seismic loadings. In short, the TLCHBD is lighter in weight than TLCBD but has a similar vibration suppression ability.
Keywords
harmonic loadings; normalized frequency response; passive control devices; shake table; tuned liquid column ball damper; tuned liquid column hollow ball damper; tunning frequency; vibration controls;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 Li, H. and Huo, L. (2010), "Advances in structural control in civil engineering in China", Math. Prob. Eng., 2010, Article ID 936081. https://doi.org/10.1155/2010/936081.   DOI
2 Mehrkian, B. and Altay, O. (2020), "Mathematical modeling and optimization scheme for omnidirectional tuned liquid column dampers", J. Sound Vib., 484, 115523. https://doi.org/10.1016/j.jsv.2020.115523.   DOI
3 Akristiniy, V.A. and Boriskina, Y.I. (2018), "Vertical cities-the new form of high-rise construction evolution", E3S Web of Conferences, 33, 01041. https://doi.org/10.1051/e3sconf/20183301041.   DOI
4 Gur, S., Roy, K. and Mishra, S.K. (2015), "Tuned liquid column ball damper for seismic vibration control", Struct. Control Hlth. Monit., 22(11), 1325-1342. https://doi.org/10.1002/stc.1740.   DOI
5 Hitchcock, P.A., Kwok, K.C.S., Watkins, R.D. and Samali, B. (1997), "Characteristics of liquid column vibration absorbers (LCVA)-I", Eng. Struct., 19(2), 126-134. https://doi.org/10.1016/S0141-0296(96)00042-9.   DOI
6 Huo, L.S. and Li, H.N. (2004), "Torsionally coupled response control of structures using circular tuned liquid column dampers", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, August.
7 Al-Saif, K.A., Aldakkan, K.A. and Foda, M.A. (2011), "Modified liquid column damper for vibration control of structures", Int. J. Mech. Sci., 53(7), 505-512. https://doi.org/10.1016/j.ijmecsci.2011.04.007.   DOI
8 Gao, H., Kwok, K.C.S. and Samali, B. (1997), "Optimization of tuned liquid column dampers", Eng. Struct., 19(6), 476-486. https://doi.org/10.1016/S0141-0296(96)00099-5.   DOI
9 Arslan Hafeez, M., Usman, M., Umer, M.A. and Hanif, A. (2020), "Recent progress in isotropic magnetorheological elastomers and their properties: A review", Polym., 12(12), 3023. https://doi.org/10.3390/polym12123023.   DOI
10 Fujino, Y., Sun, L., Pacheco, B.M. and Chaiseri, P. (1992), "Tuned liquid damper (TLD) for suppressing horizontal motion of structures", J. Eng. Mech., 118(10), 2017-2030.
11 Khan, B.L., Azeem, M., Usman, M., Farooq, S.H., Hanif, A. and Fawad, M. (2019), "Effect of near and far Field Earthquakes on performance of various base isolation systems", Procedia Struct. Integ., 18, 108-118. https://doi.org/10.1016/j.prostr.2019.08.145.   DOI
12 Khan, R., Farooq, S.H. and Usman, M. (2019), "Blast loading response of reinforced concrete panels externally reinforced with steel strips", Infrastr., 4(3), 54. https://doi.org/10.3390/infrastructures4030054.   DOI
13 Koo, J.H., Jang, D.D., Usman, M. and Jung, H.J. (2009), "A feasibility study on smart base isolation systems using magnetorheological elastomers", Struct. Eng. Mech., 32(6), 755-770. http://doi.org/10.12989/sem.2009.32.6.755.   DOI
14 Coudurier, C., Lepreux, O. and Petit, N. (2018), "Modelling of a tuned liquid multi-column damper. Application to floating wind turbine for improved robustness against wave incidence", Ocean Eng., 165, 277-292. https://doi.org/10.1016/j.oceaneng.2018.03.033.   DOI
15 Ankireddi, S. and Yang, H.T. (1996), "Simple ATMD control methodology for tall buildings subject to wind loads", J. Struct. Eng., 122(1), 83-91. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:1(83).   DOI
16 Broere, W. (2016), "Urban underground space: Solving the problems of today's cities", Tunnel. Underg. Space Technol., 55, 245-248. https://doi.org/10.1016/j.tust.2015.11.012.   DOI
17 Colwell, S. and Basu, B. (2011), "Investigations on the performance of a liquid column damper (LCD) with different orifice diameter ratios", Can. J. Civil Eng., 33, 588-595. https://doi.org/10.1139/l06-016.   DOI
18 Memon, S.A., Zain, M., Zhang, D., Rehman, S.K.U., Usman, M. and Lee, D. (2020), "Emerging trends in the growth of structural systems for tall buildings", J. Struct. Integ. Mainten., 5(3), 155-170. https://doi.org/10.1080/24705314.2020.1765270.   DOI
19 Altunisik, A.C., Yetisken, A. and Kahya, V. (2018), "Experimental study on control performance of tuned liquid column dampers considering different excitation directions", Mech. Syst. Signal Pr., 102, 59-71. https://doi.org/10.1016/j.ymssp.2017.09.021.   DOI
20 Baskaran, A. (1993), "Wind engineering studies on tall buildingstransitions in research", Build. Environ., 28(1), 1-19. https://doi.org/10.1016/0360-1323(93)90002-K.   DOI
21 Braz-Cesar, M.T. and Barros, R. (2013), "Passive control of civil engineering structures", IRF2013-Integrity, Reliability and Failure of Mechanical Systems.
22 Gunel, M.H. and Ilgin, H.E. (2007), "A proposal for the classification of structural systems of tall buildings", Build. Environ., 42(7), 2667-2675. https://doi.org/10.1016/j.buildenv.2006.07.007.   DOI
23 Hitchcock, P.A., Kwok, K.C.S., Watkins, R.D. and Samali, B. (1997), "Characteristics of liquid column vibration absorbers (LCVA)-II", Eng. Struct., 19(2), 135-144. https://doi.org/10.1016/S0141-0296(96)00044-2.   DOI
24 Hochrainer, M.J. (2005), "Tuned liquid column damper for structural control", Acta Mechanica, 175(1), 57-76.   DOI
25 Chang, C.C. and Hsu, C.T. (1998), "Control performance of liquid column vibration absorbers", Eng. Struct., 20(7), 580-586. https://doi.org/10.1016/S0141-0296(97)00062-X.   DOI
26 Sakai, F. (1989), "Tuned liquid column damper-new type device for suppression of building vibration", Proceedings of 1st International Conference on High-rise Buildings, 926-931.
27 Jafari, M. and Alipour, A. (2021), "Methodologies to mitigate wind-induced vibration of tall buildings: A state-of-the-art review", J. Build. Eng., 33, 101582. https://doi.org/10.1016/j.jobe.2020.101582.   DOI
28 Jang, D.D., Usman, M., Sung, S.H., Moon, Y.J. and Jung, H.J. (2008), "Feasibility study of MR elastomer-based base isolation system", J. Comput. Struct. Eng. Inst. Korea, 21(6), 597-605.
29 Khan, B.L., Farooq, H., Usman, M., Butt, F., Khan, A.Q. and Hanif, A. (2019), "Effect of soil-structure interaction on a masonry structure under train-induced vibrations", Proc. Inst. Civil Eng.-Struct. Build., 172(12), 922-934. https://doi.org/10.1680/jstbu.18.00131.   DOI
30 Khan, I.U., Usman, M. and Tanveer, M. (2021), "Vibration control of an irregular structure using single and multiple tuned mass dampers", Proceedings of the Institution of Civil EngineersStructures and Buildings, 1-13. https://doi.org/10.1680/jstbu.21.00011   DOI
31 Khayam, S.U., Usman, M., Umer, M.A. and Rafique, A. (2020), "Development and characterization of a novel hybrid magnetorheological elastomer incorporating micro and nano size iron fillers", Mater. Des., 192, 108748. https://doi.org/10.1016/j.matdes.2020.108748.   DOI
32 Koh, C.G., Mahatma, S. and Wang, C.M. (1994), "Theoretical and experimental studies on rectangular liquid dampers under arbitrary excitations", Earthq. Eng. Struct. Dyn., 23(1), 17-31. https://doi.org/10.1002/eqe.4290230103.   DOI
33 Rasheed, A., Farooq, S.H., Usman, M., Hanif, A., Khan, N.A. and Khushnood, R.A. (2018), "Structural reliability analysis of superstructure of highway bridges on China-Pakistan Economic Corridor (CPEC): A case study", J. Struct. Integ. Mainten., 3(3), 197-207. https://doi.org/10.1080/24705314.2018.1492665.   DOI
34 Shah, M.U. and Usman, M. (2022), "An experimental study of tuned liquid column damper controlled multi-degree of freedom structure subject to harmonic and seismic excitations", Plos one, 17(6), e0269910. https://doi.org/10.1371/journal.pone.0269910.   DOI
35 Shah, M.U., Usman, M., Farooq, S.H. and Kim, I.H. (2021), "Effect of tuned spring on vibration control performance of modified liquid column ball damper", Appl. Sci., 12(1), 318. https://doi.org/10.3390/app12010318.   DOI
36 Shum, K.M. (2009), "Closed form optimal solution of a tuned liquid column damper for suppressing harmonic vibration of structures", Eng. Struct., 31(1), 84-92. https://doi.org/10.1016/j.engstruct.2008.07.015.   DOI
37 Streeter, V.L. and Wylie, E.B. (1979), Fluid Mechanics, 7th Edition, McGraw-Hill, New York, NY, USA.
38 Sun, L.M., Fujino, Y. and Koga, K. (1995), "A model of tuned liquid damper for suppressing pitching motions of structures", Earthq. Eng. Struct. Dyn., 24(5), 625-636. https://doi.org/10.1002/eqe.4290240502.   DOI
39 Tanveer, M., Usman, M., Khan, I. U., Ahmad, S., Hanif, A. and Farooq, S.H. (2019), "Application of tuned liquid column ball damper (TLCBD) for improved vibration control performance of multi-storey structure", PloS One, 14(10), e0224436. https://doi.org/10.1371/journal.pone.0224436.   DOI
40 Tanveer, M., Usman, M., Khan, I.U., Farooq, S.H. and Hanif, A. (2020), "Material optimization of tuned liquid column ball damper (TLCBD) for the vibration control of multi-storey structure using various liquid and ball densities", J. Build. Eng., 32, 101742. https://doi.org/10.1016/j.jobe.2020.101742.   DOI
41 Tariq, M.A., Usman, M., Farooq, S.H., Ullah, I. and Hanif, A. (2021), "Investigation of the structural response of the mrebased mdof isolated structure under historic near-and far-fault earthquake loadings", Appl. Sci., 11(6), 2876. https://doi.org/10.3390/app11062876.   DOI
42 The Council on Tall Buildings and Urban Habitat (CTBUH) (2020), CTBUH year in review, Tall Trends of 2019.
43 Usman, M. and Jung, H.J. (2015), "Recent developments of magneto-rheological elastomers for civil engineering applications", Smart Material Actuators, Recent Advances in Material Characterization and Application, Nova Science Publishers, Hauppauge, NY, USA.
44 Wang, Q., Tiwari, N.D., Qiao, H. and Wang, Q. (2020), "Inerterbased tuned liquid column damper for seismic vibration control of a single-degree-of-freedom structure", Int. J. Mech. Sci., 184, 105840. https://doi.org/10.1016/j.ijmecsci.2020.105840.   DOI
45 Wu, J.C., Shih, M.H., Lin, Y.Y. and Shen, Y.C. (2005), "Design guidelines for tuned liquid column damper for structures responding to wind", Eng. Struct., 27(13), 1893-1905. https://doi.org/10.1016/j.engstruct.2005.05.009.   DOI
46 Xin, Y., Chen, G. and Lou, M. (2009), "Seismic response control with density-variable tuned liquid dampers", Earthq. Eng. Eng. Vib., 8(4), 537-546. https://doi.org/10.1007/s11803-009-9111-7.   DOI
47 Yalla, S.K. and Kareem, A. (2000), "Optimum absorber parameters for tuned liquid column dampers", J. Struct. Eng., 126(8), 906-915.   DOI
48 Zhu, F., Wang, J.T., Jin, F. and Lu, L.Q. (2017), "Real-time hybrid simulation of full-scale tuned liquid column dampers to control multi-order modal responses of structures", Eng. Struct., 138, 74-90. https://doi.org/10.1016/j.engstruct.2017.02.004.   DOI