1 |
Chey, M.H., Rodgers, G.W., Chase, J.G. and Mander, J.B. (2010), "Using upper storeys as semi-active tuned mass damper building systems - A case study analysis", Bull. NZ. Soc. Earthq. Eng., 43(2), 126-133.
|
2 |
Chu, S.Y., Lin, C.C., Chung, L.L., Chang, C.C. and Lu, K.H. (2008), "Optimal performance of discrete-time direct outputfeedback structural control with delayed control forces", Struct. Control Hlth., 15(1), 20-42.
DOI
|
3 |
Chu, S.Y., Soong, T.T. and Reinhorn, A.M. (2005), Active, Hybrid, and Semi-active Structural Control: a Design and Implementation Handbook, Wiley, New York, NY, USA.
|
4 |
Chu, S.Y., Soong, T.T., Lin, C.C. and Chen, Y.Z. (2002), "Timedelay effect and compensation on direct output feedback controlled mass damper systems", Earthq. Eng. Struct. Dyn., 31(1), 121-137.
DOI
|
5 |
Chu, S.Y., Yeh, S.W., Lu, L.Y. and Peng, C.H. (2017), "A leverage-type stiffness controllable mass damper for vibration mitigation of structures", Struct. Control Hlth., 24(4), e1896.
DOI
|
6 |
Chung, L.L., Lai, Y.A., Walter Yang, C.S., Lien, K.H. and Wu, L.Y. (2013b), "Semi-active tuned mass dampers with phase control", J. Sound Vib., 332(15), 3610-3625.
DOI
|
7 |
Chung, L.L., Wu, L.Y., Yang, C.S.W., Lien, K.H., Lin, M.C. and Huang H.H. (2013a), "Optimal design formulas for viscous tuned mass dampers in wind-excited structures", Struct. Control Hlth., 20(3), 320-336.
DOI
|
8 |
Deshmukh, S.N. and Chandiramani, N.K. (2014), "LQR control of wind excited benchmark building using variable stiffness tuned mass damper", Shock Vib., 2014.
|
9 |
Gonzalez-Buelga, A., Clare, L.R., Cammarano, A., Neild, S.A., Burrow, S.G. and Inman, D.J. (2014), "An optimised tuned mass damper/harvester device", Struct. Control Hlth. Monit., 21(8), 1154-1169.
DOI
|
10 |
Ito, M., Yoshida, S., Fujitani, H. and Sato, Y. (2015), "Earthquake response reduction of mid-story isolated system due to semiactive control using magnetorheological rotary inertia mass damper", Active and Passive Smart Structures and Integrated Systems, San Diego, CA, United states, April.
|
11 |
Kang, J., Kim, H.S. and Lee, D.G. (2011), "Mitigation of wind response of a tall building using semi-active tuned mass dampers", Struct. Des. Tall Spec. Build., 20(5), 552-565.
DOI
|
12 |
Korkmaz, S. (2011), "A review of active structural control: challenges for engineering informatics", Comput. Struct., 89(23-24), 2113-2132.
DOI
|
13 |
Lin, G.L., Lin, C.C., Lu, L.Y. and Ho, Y.B. (2012), "Experimental verification of seismic vibration control using a semi-active friction tuned mass damper", Earthq. Eng. Struct. Dyn., 41(4), 813-830.
DOI
|
14 |
Li, L., Geng, C., Tian Y. and Yu, Q. (2012), "Vibration control effect analysis on tuned mass damper system used in urban transportation", Adv. Mater. Res, 468-471, 1294-1299.
DOI
|
15 |
Lin, C.C., Lu, L.Y., Lin, G.L. and Yang, T.W. (2010), "Vibration control of seismic structures using semi-active friction multiple tuned mass dampers", Eng. Struct., 32(10), 3404-3417.
DOI
|
16 |
Lin, G.L., Lin, C.C., Chen, B.C. and Soong, T.T. (2015), "Vibration control performance of tuned mass dampers with resettable variable stiffness", Eng. Struct., 83, 187-197.
DOI
|
17 |
Lin, P.Y., Lin, T.K. and Hwang, J.S. (2013), "A semi-active mass damping system for low- and mid-rise buildings", Earthq. Struct., 4(1), 63-84.
DOI
|
18 |
Liu, Y., Zuo, L. and Tang, X. (2013), "Regenerative vibration control of tall buildings using Model Predictive Control", Dynamic Systems and Control Conference, Palo Alto, CA, United states, October.
|
19 |
Majcher, K. (2014), "The influence of changing stiffness characteristic of a semi-Active tuned mass damper onto the effectiveness of vibration reduction in a plate-column structure", 23rd Russian-Polish-Slovak Seminar on Theoretical Foundation of Civil Engineering, Wroclaw, Szklarska Poreba, Poland, August.
|
20 |
Lu, L.Y., Chu, S.Y., Yeh, S.W. and Chung, L.L. (2012), "Seismic test of least-input-energy control with ground velocity feedback for variable-stiffness isolation systems", J. Sound Vib., 331(4), 767-784.
DOI
|
21 |
Marano, G.C. and Greco, R. (2011), "Optimization criteria for tuned mass dampers for structural vibration control under stochastic excitation", J. Vib. Control, 17(5), 679-688.
DOI
|
22 |
Pasala, D.T.R. and Nagarajaiah, S. (2014), "Adaptive-length pendulum smart tuned mass damper using shape-memory-alloy wire for tuning period in real time", Smart Struct. Syst., 13(2), 203-217.
DOI
|
23 |
Moghaddas, M., Esmailzadeh, E., Sedaghati, R. and Khosravi, P. (2011), "Vibration control of Timoshenko beam traversed by moving vehicle using optimized tuned mass damper", J. Vib. Control, 18(6), 757-773.
DOI
|
24 |
Nagarajaiah, S. and Sonmez, E. (2007), "Structures with semiactive variable stiffness single/multiple tuned mass dampers", J. Struct. Eng., 133(1) 67-77.
DOI
|
25 |
Nagarajaiah, S. and Varadarajan, N. (2005), "Short time Fourier transform algorithm for wind response control of buildings with variable stiffness TMD", Eng. Struct., 27(3), 431-441.
DOI
|
26 |
Warburton, G.B. (1982), "Optimum absorber parameters for various combinations of response and excitation parameters", Earthq. Eng. Struct. Dyn., 10(3), 381-401.
DOI
|
27 |
Rakicevic, Z.T., Bogdanovic, A., Jurukovski, D. and Nawrotzki, P. (2012), "Effectiveness of tune mass damper in the reduction of the seismic response of the structure", Bull. Earthq. Eng., 10(3), 1049-1073.
DOI
|
28 |
Soleymani, M. and Khodadadi, M. (2014), "Adaptive fuzzy controller for active tuned mass damper of a benchmark tall building subjected to seismic and wind loads", Struct. Des. Tall Spec. Build., 23(10), 781-800.
DOI
|
29 |
Wang, J.F., Lin, C.C. and Chen, B.L. (2003), "Vibration suppression for high-speed railway bridges using tuned mass dampers", Int. J. Solid. Struct., 40(2), 465-491.
DOI
|