과제정보
This research was supported by Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education (No. RS-2023-00241517). Additionally, we acknowledge the support provided by TetraElements LLC, which offered valuable assistance and data for this research. Their contributions greatly contributed to the success of this study.
참고문헌
- Agrawal, A.K. and Yang, J.N. (1996), "Optimal polynomial control of seismically excited linear structures", J. Eng. Mech., 122(8), 753-761. https://doi.org/10.1061/(ASCE)0733-9399(1996)122:8(753).
- Almazan, J.L., De la Llera, J.C., Inaudi, J.A., Lopez-Garcia, D. and Izquierdo, L.E. (2007), "A bidirectional and homogeneous tuned mass damper: A new device for passive control of vibrations", Eng. Struct., 29(7), 1548-1560. https://doi.org/10.1016/j.engstruct.2006.09.005.
- Araz, O. (2020), "Effect of detuning conditions on the performance of non-traditional tuned mass dampers under external excitation", Arch. Appl. Mech., 90(3), 523-532. https://doi.org/10.1007/s00419-019-01623-z.
- Araz, O. (2022a), "Optimization of three-element tuned mass damper based on minimization of the acceleration transfer function for seismically excited structures", J. Brazil. Soc. Mech. Sci. Eng., 44, 459. https://doi.org/10.1007/s40430-022-03743-0.
- Araz, O. (2022b), "Optimization of tuned mass damper inerter for a high-rise building considering soil-structure interaction", Arch. Appl. Mech., 92(10), 2951-2971. https://doi.org/10.1007/s00419-022-02217-y.
- Araz, O. and Kahya, V. (2021), "Design of series tuned mass dampers for seismic control of structures using simulated annealing algorithm", Arch. Appl. Mech., 91, 4343-4359. https://doi.org/10.1007/s00419-021-02013-0.
- Araz, O. and Kahya, V. (2022), "Optimization of multiple tuned mass dampers for a two-span continuous railway bridge via differential evolution algorithm", Struct., 39, 29-38. https://doi.org/10.1016/j.istruc.2022.03.021.
- Araz, O. and Noroozinejad Farsangi, E. (2023), "Optimum tuned tandem mass dampers for suppressing seismic-induced vibrations considering soil-structure interaction", Struct., 52, 1146-1159. https://doi.org/10.1016/j.istruc.2023.04.017.
- Araz, O.C. (2023), "Effect of foundation embedment ratio in suppressing seismic-induced vibrations using optimum tuned mass damper", Soil Dyn. Earthq. Eng., 171, 107981. https://doi.org/10.1016/j.soildyn.2023.107981.
- Araz, O.E. (2023), "Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction", Soil Dyn. Earthq. Eng., 166, 107765. https://doi.org/10.1016/j.soildyn.2023.107765.
- Araz, O.T. (2022), "Effect of earthquake frequency content on seismic-induced vibration control of structures equipped with tuned mass damper", J. Brazil. Soc. Mech. Sci. Eng., 44, 584. https://doi.org/10.1007/s40430-022-03895-z.
- ASCE (2017), ASCE/SEI 7-16: Minimum Design Loads and Associated Criteria for Buildings and other Structures, American Society of Civil Engineers, Reston, VA, USA.
- Berto, L., Bovo, M., Rocca, I., Saetta, A. and Savoia, M. (2020), "Seismic safety of valuable non-structural elements in RC buildings: Floor response spectrum approaches", Eng. Struct., 205, 110081. https://doi.org/10.1016/j.engstruct.2019.110081.
- Bigdeli, Y. and Kim, D. (2015), "Response control of irregular structures using structure-TLCD coupled system under seismic excitations", KSCE J. Civil Eng., 19(3), 672-681. https://doi.org/10.1007/s12205-013-1019-0.
- Bigdeli, Y. and Kim, D. (2016a), "Damping effects of the passive control devices on structural vibration control: TMD, TLC and TLCD for varying total masses", KSCE J. Civil Eng., 20(1), 301-308. https://doi.org/10.1007/s12205-015-0365-5.
- Bigdeli, Y. and Kim, D. (2016b), "Investigation of the performance of two passive controllers in mitigating the rotational response of irregular buildings", Adv. Mater. Sci. Eng., 2016, Article ID 1898792. https://doi.org/10.1155/2016/1898792.
- Carvajal, J.C., Finn, W.D.L. and Ventura, C.E. (2020), "Response spectrum-based seismic response of bridge embankments", Can. Geotech. J., 57(11), 1639-1651. https://doi.org/10.1139/cgj2018-0674.
- Chu, S.Y., Soong, T.T., Reinhorn, A.M., Helgeson, R.J. and Riley, M.A. (2002), "Integration issues in implementation of structural control systems", J. Struct. Control, 9(1), 31-58. https://doi.org/10.1002/stc.2.
- Connor, J. and Laflamme, S. (2014), Tuned Mass Damper Systems, Structural Motion Engineering, Springer International Publishing, Cham.
- CSI (2018), Getting Started With SAP2000 (Integrated Solution for Structural Analysis and Design), Computers and Structures, Inc.
- CSI (2020), CSI Knowledge Base, Computers and Structures, Inc.
- De Domenico, D., Gandelli, E. and Quaglini, V. (2020), "Effective base isolation combining low-friction curved surface sliders and hysteretic gap dampers", Soil Dyn. Earthq. Eng., 130, 105989. https://doi.org/10.1016/j.soildyn.2019.105989.
- Diaz, I.M., Pereira, E. and Reynolds, P. (2012), "Integral resonant control scheme for cancelling human-induced vibrations in light-weight pedestrian structures", Struct. Control Hlth. Monit., 19(1), 55-69. https://doi.org/10.1002/stc.423.
- Elias, S. and Matsagar, V. (2018), "Wind response control of tall buildings with a tuned mass damper", J. Build. Eng., 15, 51-60. https://doi.org/10.1016/j.jobe.2017.11.005.
- Farghaly, A.A. and Salem Ahmed, M. (2012), "Optimum design of TMD system for tall buildings", ISRN Civil Eng., 2012, 716469. https://doi.org/10.5402/2012/716469.
- Fernandes, J.C.M., Goncalves, P.J.P. and Silveira, M. (2020), "Interaction between asymmetrical damping and geometrical nonlinearity in vehicle suspension systems improves comfort", Nonlin. Dyn., 99(2), 1561-1576. https://doi.org/10.1007/s11071-019-05374-y.
- Frahm, H. (1911), Device for Damping Vibrations of Bodies, Office, U.P., USA.
- Guachi, R., Bini, F., Bici, M., Campana, F., Marinozzi, F. and Guachi, L. (2020), "Finite element analysis in colorectal surgery: non-linear effects induced by material model and geometry", Comput. Meth. Biomech. Biomed. Eng.: Imag. Visualiz., 8(2), 219-230. https://doi.org/10.1080/21681163.2019.1679669.
- Huergo, I.F. and Hernandez, H. (2020), "Coupled-two-beam discrete model for dynamic analysis of tall buildings with tuned mass dampers including soil-structure interaction", Struct. Des. Tall Spec. Build., 29(1), e1683. https://doi.org/10.1002/tal.1683.
- Islam, M.S., Do, J. and Kim, D. (2018), "Multi-objective optimization of TMD for frame structure based on response surface methodology and weighted desirability function", KSCE J. Civil Eng., 22(8), 3015-3027. https://doi.org/10.1007/s12205-017-0387-2.
- Kaloop, M.R., Hu, J.W. and Bigdeli, Y. (2017), "The performance of structure-controller coupled systems analysis using probabilistic evaluation and identification model approach", Shock Vib., 2017, Article ID 5482307. https://doi.org/10.1155/2017/5482307.
- Kim, D., Hassan, M.K., Chang, S. and Bigdeli, Y. (2016), Nonlinear Vibration Control of 3d Irregular Structures subjected to Seismic Loads, Civil and Environmental Engineering, Concepts, Methodologies, Tools, and Applications, IGI Global, Hershey, PA, USA.
- Liu, Y., Wang, K., Mercan, O., Chen, H. and Tan, P. (2020), "Experimental and numerical studies on the optimal design of tuned mass dampers for vibration control of high-rise structures", Eng. Struct., 211, 110486. https://doi.org/10.1016/j.engstruct.2020.110486.
- Manchalwar, A. and Bakre, S.V. (2020), "Vibration control of structure by top base isolated storey as tuned mass damper", Int. J. Dyn. Control, 8(3), 963-972. https://doi.org/10.1007/s40435-020-00614-1.
- Matta, E. (2011), "Performance of tuned mass dampers against near-field earthquakes", Struct. Eng. Mech., 39(5), 621-642. https://doi.org/10.12989/sem.2011.39.5.621.
- Miguel, L.F.F., Fadel Miguel, L.F. and Lopez, R.H. (2015), "A firefly algorithm for the design of force and placement of friction dampers for control of man-induced vibrations in footbridges", Optim. Eng., 16(3), 633-661. https://doi.org/10.1007/s11081-014-9269-3.
- Miguel, L.F.F., Lopez, R.H., Torii, A.J., Miguel, L.F.F. and Beck, A.T. (2016a), "Robust design optimization of TMDs in vehicle-bridge coupled vibration problems", Eng. Struct., 126, 703-711. https://doi.org/10.1016/j.engstruct.2016.08.033.
- Miguel, L.F.F., Miguel, L.F.F. and Lopez, R.H. (2016b), "Simultaneous optimization of force and placement of friction dampers under seismic loading", Eng. Optim., 48(4), 582-602. https://doi.org/10.1080/0305215X.2015.1025774.
- Min, K.W., Seong, J.Y. and Kim, J. (2010), "Simple design procedure of a friction damper for reducing seismic responses of a single-story structure", Eng. Struct., 32(11), 3539-3547. https://doi.org/10.1016/j.engstruct.2010.07.022.
- Mirjalili, M.R. and Rofooei, F.R. (2020), "Dynamic-based pushover analysis for two-way plan-asymmetric buildings under bidirectional seismic excitation", J. Struct. Eng., 146(3), 04019223. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002501.
- Mohebbi, M., Shakeri, K., Ghanbarpour, Y. and Majzoub, H. (2013), "Designing optimal multiple tuned mass dampers using genetic algorithms (GAs) for mitigating the seismic response of structures", J. Vib. Control, 19(4), 605-625. https://doi.org/10.1177/1077546311434520.
- Nasr, A., Mrad, C. and Nasri, R. (2018), "Friction tuned mass damper optimization for structure under harmonic force excitation", Struct. Eng. Mech., 65(6), 761-769. https://doi.org/10.12989/sem.2018.65.6.761.
- Ohtori, Y., Christenson, R.E., Spencer, B.F. and Dyke, S.J. (2004), "Benchmark control problems for seismically excited nonlinear buildings", J. Eng. Mech., 130(4), 366-385. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:4(366).
- Ontiveros-Perez, S.P., Miguel, L.F.F. and Miguel, L.F.F. (2017a), "A new assessment in the simultaneous optimization of friction dampers in plane and spatial civil structures", Math. Prob. Eng., 2017, Article ID 6040986. https://doi.org/10.1155/2017/6040986.
- Ontiveros-Perez, S.P., Miguel, L.F.F. and Miguel, L.F.F. (2017b), "Optimization of location and forces of friction dampers", REM-Int. Eng. J., 70, 273-279. https://doi.org/10.1590/0370-44672015700065.
- Orlando, D. and Goncalves, P.B. (2013), "Hybrid nonlinear control of a tall tower with a pendulum absorber", Struct. Eng. Mech., 46(2), 153-177. https://doi.org/10.12989/sem.2013.46.2.153.
- PEER (2020), PEER Ground Motion Database.
- Petrini, F., Giaralis, A. and Wang, Z. (2020), "Optimal tuned mass-damper-inerter (TMDI) design in wind-excited tall buildings for occupants' comfort serviceability performance and energy harvesting", Eng. Struct., 204, 109904. https://doi.org/10.1016/j.engstruct.2019.109904.
- Pourzeynali, S., Lavasani, H. and Modarayi, A. (2007), "Active control of high rise building structures using fuzzy logic and genetic algorithms", Eng. Struct., 29(3), 346-357. https://doi.org/10.12989/sem.2014.51.4.547.
- Qu, W.L., Chen, Z.H. and Xu, Y.L. (2001), "Dynamic analysis of wind-excited truss tower with friction dampers", Comput. Struct., 79(32), 2817-2831. https://doi.org/10.1016/S0045-7949(01)00151-1.
- Radmard Rahmani, H. and Konke, C. (2019), "Seismic control of tall buildings using distributed multiple tuned mass dampers", Adv. Civil Eng., 2019, Article ID 6480384. https://doi.org/10.1155/2019/6480384.
- Rahman, M.M., Nahar, T.T. and Kim, D. (2021), "Effect of frequency characteristics of ground motion on response of tuned mass damper controlled inelastic concrete frame", Build., 11(2), 74. https://doi.org/10.3390/buildings11020074.
- Roy, B.K. and Chakraborty, S. (2013), "Optimal design of base isolation system considering uncertain bounded system parameters", Struct. Eng. Mech., 46(1), 19-37. https://doi.org/10.12989/sem.2013.46.1.019.
- Salimi, M.R. and Yazdani, A. (2018), "Reliability-based fragility analysis of nonlinear structures under the actions of random earthquake loads", Struct. Eng. Mech., 66(1), 75-84. https://doi.org/10.12989/sem.2018.66.1.075.
- Samali, B. and Al-Dawod, M. (2003), "Performance of a five-storey benchmark model using an active tuned mass damper and a fuzzy controller", Eng. Struct., 25(13), 1597-1610. https://doi.org/10.1016/S0141-0296(03)00132-9.
- Sarbjeet, S. and Datta, T.K. (2003), "Sliding mode control of building frames under random ground motion", J. Earthq. Eng., 7(1), 73-95. https://doi.org/10.1080/13632460309350442.
- Stein, G. and Athans, M. (1987), "The LQG/LTR procedure for multivariable feedback control design", IEEE Trans. Auto. Control, 32(2), 105-114. https://doi.org/10.1109/TAC.1987.1104550.
- TetraElements (2020), TetraElements, FEA Consulting Group, https://www.tetraelements.com.
- Tian, L., Zhou, M., Qiu, C., Pan, H. and Rong, K. (2020), "Seismic response control of transmission tower-line system using SMA-based TMD", Struct. Eng. Mech., 74(1), 129-143. https://doi.org/10.12989/sem.2020.74.1.129.
- Vellar, L.S., Ontiveros-Perez, S.P., Miguel, L.F.F. and Fadel Miguel, L.F. (2019), "Robust optimum design of multiple tuned mass dampers for vibration control in buildings subjected to seismic excitation", Shock Vib., 2019, Article ID 9273714. https://doi.org/10.1155/2019/9273714.
- Wang, Z., Chen, Z. and Spencer, B. (2009), "Self-powered and sensing control system based on MR damper: presentation and application", Proc. SPIE 7292, Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems 2009, San Diego, CA, March.
- Wu, Q., Zhao, X., Zheng, R. and Minagawa, K. (2016), "High response performance of a tuned-mass damper for vibration suppression of offshore platform under earthquake loads", Shock Vib., 2016, Article ID 7383679. https://doi.org/10.1155/2016/7383679.
- Xu, Z.D. (2007), "Earthquake mitigation study on viscoelastic dampers for reinforced concrete structures", J. Vib. Control, 13(1), 29-43. https://doi.org/10.1177/1077546306068058.
- Zhang, J. and Huo, Y. (2009), "Evaluating effectiveness and optimum design of isolation devices for highway bridges using the fragility function method", Eng. Struct., 31(8), 1648-1660. https://doi.org/10.1016/j.engstruct.2009.02.017.