[1] Elias, S. and V. Matsagar (2018). Wind response control of tall buildings with a tuned mass damper. Journal of Building Engineering, 15, 51-60.
[2] Lu, X., Q. Zhang, D. Weng, Z. Zhou, S. Wang, S.A. Mahin, S. Ding, and F. Qian (2017). Improving performance of a super tall building using a new eddy‐current tuned mass damper. Structural Control and Health Monitoring, 24 (3), e1882.
[3] Casado, C.M., I.M. Díaz, J. De Sebastián, A.V. Poncela, and A. Lorenzana (2013). Implementation of passive and active vibration control on an in‐service footbridge. Structural Control and Health Monitoring, 20 (1), 70-87.
[4] Gill, D., S. Elias, A. Steinbrecher, C. Schröder, and V. Matsagar (2017). Robustness of multi-mode control using tuned mass dampers for seismically excited structures. Bulletin of Earthquake Engineering, 15 (12), 5579-5603.
[5] Qin, S., J. Kang, and Q. Wang (2016). Operational modal analysis based on subspace algorithm with an improved stabilization diagram method. Shock and Vibration, 2016.
[6] Zhou, H., K. Yu, Y. Chen, R. Zhao, and Y. Wu (2018). Output-only modal estimation using sparse component analysis and density-based clustering algorithm. Measurement, 126, 120-133.
[7] Sadhu, A., S. Narasimhan, and J. Antoni (2017). A review of output-only structural mode identification literature employing blind source separation methods. Mechanical Systems and Signal Processing, 94, 415-431.
[8] Cunha, A. and E. Caetano (2006). Experimental modal analysis of civil engineering structures.
[9] Cara, J., A. Magdaleno, and A. Lorenzana (2017). Input/output versus output only modal ana-lysis of a stress-ribbon footbridge. In: IOMAC 2017–7th International Operational Modal Analysis Conference. 2017. Ingolstadt, Germany.
[10] Lardies, J. and S. Gouttebroze (2002). Identification of modal parameters using the wavelet transform. International Journal of Mechanical Sciences, 44 (11), 2263-2283.
[11] Slavič, J., I. Simonovski, and M. Boltežar (2003). Damping identification using a continuous wavelet transform: application to real data. Journal of Sound and Vibration, 262 (2), 291-307.
[12] Le, T.-P. and P. Paultre (2013). Modal identification based on the time–frequency domain decomposition of unknown-input dynamic tests. International Journal of Mechanical Sciences, 71, 41-50.
[13] Tarinejad, R. and M. Damadipour (2014). Modal identification of structures by a novel approach based on FDD-wavelet method. Journal of Sound and Vibration, 333 (3), 1024-1045.
[14] Tarinejad, R. and M. Damadipour (2016). Extended FDD-WT method based on correcting the errors due to non-synchronous sensing of sensors. Mechanical Systems and Signal Processing, 72, 547-566.
[15] Le, T.-P. and P. Argoul (2016). Modal identification using the frequency-scale domain decomposition technique of ambient vibration responses. Journal of Sound and Vibration, 384, 325-338.
[16] Zhang, Z. (2020). Optimal tuning of the tuned mass damper (TMD) for rotating wind turbine blades. Engineering Structures, 207.
[17] Yang, F., R. Sedaghati, and E. Esmailzadeh (2015). Optimal design of distributed tuned mass dampers for passive vibration control of structures. Structural Control and Health Monitoring, 22 (2), 221-236.
[18] Brincker, R., L. Zhang, and P. Andersen (2000). Modal identification from ambient responses using frequency domain decomposition. In: 18th International Modal Analysis Conference (IMAC), San Antonio, Texas.
[19] Parloo, E., P. Verboven, P. Guillaume, and M. Van Overmeire (2002). Sensitivity-based operational mode shape normalisation. Mechanical Systems and Signal Processing, 16 (5), 757-767.
[20] Brock, J.E. (1946). A note on the damped vibration absorber. ASME Journal of Applied Mechanics, 13 (4), A-284.
[21] Krenk, S. (2005). Frequency analysis of the tuned mass damper. ASME Journal of Applied Mechanics, 72 (6), 936-942.
[22] Krenk, S. and J. Høgsberg (2009). Optimal resonant control of flexible structures. Journal of Sound and Vibration, 323 (3-5), 530-554.
[23] Zilletti, M., S.J. Elliott, and E. Rustighi (2012). Optimisation of dynamic vibration absorbers to minimise kinetic energy and maximise internal power dissipation. Journal of Sound and Vibration, 331 (18), 4093-4100.
[24] Kordi, F. and J. Alamatian (2019). Analytical Method for Designing the Tuned Mass Damper Based on the Complex Stiffness Theory. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 43 (4), 673-684.