1 |
Farshidianfar, A. and Soheili, S. (2013b), "Ant colony optimization of tuned mass dampers for earthquake oscillations of high-rise structures including soil-structure interaction" Soil. Dyn. Earthq. Eng., 51(0), 14-22.
DOI
|
2 |
Hadi, M.N.S. and Arfiadi, Y. (1998), "Optimum design of absorber for MDOF structures" J. Struct. Eng- ASCE, 124(11), 1272-1280.
DOI
ScienceOn
|
3 |
Gattulli, V., Di Fabio, F. and Luongo, A. (2004), "Nonlinear tuned mass damper for self-excited oscillations" Wind. Struct., 7(4), 251-264.
DOI
|
4 |
Guclu, R. and Sertbas, A. (2005), "Evaluation of sliding mode and proportional-integral-derivative controlled structures with an active mass damper" J. Vib. Control., 11(3), 397-406.
DOI
|
5 |
Guclu, R. and Yazici, H. (2008), "Vibration control of a structure with ATMD against earthquake using fuzzy logic controllers" Sound. Vib., 318(1-2), 36-49.
DOI
|
6 |
Jang, D.D., Jung, H.J. and Moon, Y.J. (2014), "Active mass damper system using time delay control algorithm for building structure with unknown dynamics" Smart. Struct. System, 13(2), 305-318.
DOI
ScienceOn
|
7 |
Kennedy, J. and Eberhart, R. (1995), "Particle swarm optimization" Proceedings of the IEEE International Conference on Neural Networks.
|
8 |
Leung, A.Y.T. and Zhang, H. (2009), "Particle swarm optimization of tuned mass dampers" Eng. Struct., 31(3), 715-728.
DOI
ScienceOn
|
9 |
Battaini, M., Casciati, F. and Faravelli, L. (1998), "Fuzzy control of structural vibration. An active mass system driven by a fuzzy controller" Earthq. Eng. Struct. Dyn., 27(11), 1267-1276.
DOI
|
10 |
Bekdas, G. and Nigdeli, S.M. (2011), "Estimating optimum parameters of tuned mass dampers using harmony search" Eng. Struct., 33(9), 2716-2723.
DOI
|
11 |
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
ScienceOn
|
12 |
Matta, E. (2011), "Performance of tuned mass dampers against near-field earthquakes" Struct. Eng. Mech., 39(5), 621-642.
DOI
|
13 |
Lu, X., Ding, K., Shi, W. and Weng, D. (2012), "Tuned mass dampers for human-induced vibration control of the Expo Culture Centre at the World Expo 2010 in Shanghai, China" Struct. Eng. Mech., 43(5), 607-621.
DOI
|
14 |
Marano, G.C., Greco, R. and Chiaia, B. (2010), "A comparison between different optimization criteria for tuned mass dampers design" Sound. Vib., 329(23), 4880-4890.
DOI
|
15 |
Matta, E. (2013), "Effectiveness of tuned mass dampers against ground motion pulses" J. Struct. Eng- ASCE, 139(2), 188-198.
DOI
|
16 |
Nagarajaiah, S. and Jung, H.J. (2014), "Smart tuned mass dampers: recent developments" Smart. Struct. System, 13(2), 173-176.
DOI
|
17 |
Nagarajaiah, S. and Sonmez, E. (2007), "Structures with Semiactive Variable Stiffness Single/Multiple Tuned Mass Dampers" Struct. Eng., 133(1), 67-77.
DOI
ScienceOn
|
18 |
Nigdeli, S.M. and Bekdas, G. (2013), "Optimum tuned mass damper design for preventing brittle fracture of RC buildings" Smart. Struct. System, 12(2), 137-155.
DOI
|
19 |
Palazzo, B. and Petti, L. (1999), "Optimal structural control in the frequency domain: Control in norm and " J. Struct. Cont., 6(2), 205-221.
DOI
|
20 |
Nishimura, I., Kobori,T., Sakamoto, M., Koshika, N., Sasaki, K. and Ohrui, S. (1992), "Active tuned mass damper" Smart. Material. Struct., 1(4), 306.
DOI
|
21 |
Park, S.J., Lee, J., Jung, H.J., Jang, D.D. and Kim, S.D. (2009), "Numerical and experimental investigation of control performance of active Mass damper system to high-rise building in use" Wind. Struct., 12(4), 313-332.
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. System, 13(2), 203-217.
DOI
ScienceOn
|
23 |
Pourzeynali, S., Lavasani, H.H. and Modarayi, A.H. (2007), "Active control of high rise building structures using fuzzy logic and genetic algorithms" Eng. Struct., 29(3), 346-357.
DOI
ScienceOn
|
24 |
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.
DOI
|
25 |
Samali, B., Al-Dawod, M., Kwok , K. and Naghdy, F. (2004), "Active control of cross wind response of 76- Story tall building using a fuzzy controller" J. Eng. Mech- ASME, 130(4), 492-498.
DOI
|
26 |
Abdel-Rohman, M. (1984), "Optimal design of active TMD for buildings control" Build. Environ., 19(3), 191-195.
DOI
|
27 |
Al-Dawod, M., Samali, B., Naghdy, F. and Kwok, K. (2001), "Active control of along wind response of tall building using a fuzzy controller" Eng. Struct., 23(11), 1512-1522.
DOI
ScienceOn
|
28 |
Ahlawat, A.S. and Ramaswamy, A. (2002), "Multi-objective optimal design of FLC driven hybrid mass damper for seismically excited structures" Earthq. Eng. Struct. Dyn., 31(7), 1459-1479.
DOI
ScienceOn
|
29 |
Al-Dawod, M., Samali, B. and Li, J. (2006), "Experimental verification of an active mass driver system on a five-storey model using a fuzzy controller" Struct. Cont. Hlth. Monit., 13(5), 917-943.
DOI
|
30 |
Shariatmadar, H., Golnargesi, S. and Akbarzadeh T.M.R. (2014), "Vibration control of buildings using ATMD against earthquake excitations through interval type-2 fuzzy logic controller" Asian. J. Civil. Eng- Bhrc, 15(3), 321-338.
|
31 |
Aly, M.A. (2014), "Vibration control of high-rise buildings for wind: a robust passive and active tuned mass damper" Smart. Struct. System, 13(3), 473-500.
DOI
|
32 |
Setareh, M. (2001), "Use of semi-active Mass dampers for vibration control of force-excited structures. " Struct. Eng. Mech., 11(4), 341-356.
DOI
ScienceOn
|
33 |
Tang, H., Zhang, W., Xie, L. and Xue, S. (2013), "Multi-stage approach for structural damage identification using Particle Swarm optimization" Smart. Struct. System, 11(1), 319-341.
|
34 |
Tributsch, A. and Adam, C. (2012), "Evaluation and analytical approximation of Tuned Mass Damper performance in an earthquake environment ", Smart. Struct. System, 10(2), 69-86.
|
35 |
Villaverde, R. and Koyama, L.A. (1993), "Damped resonant appendages to increase inherent damping in buildings" Earthq. Eng. Struct. Dyn., 22(6), 491-507.
DOI
ScienceOn
|
36 |
Varadarajan, N. and Nagarajaiah, S. (2004), "Wind response control of building with variable stiffness tuned mass damper using empirical mode decomposition/Hilbert transform" J. Eng. Mech- ASME, 130(4), 451-458.
DOI
ScienceOn
|
37 |
Villaverde, R. (1985), "Reduction seismic response with heavily-damped vibration absorbers" Earthq. Eng. Struct. Dyn., 13(1), 33-42.
DOI
|
38 |
Woo, S.S., Lee, S.H. and Chung, L. (2011), "Seismic response control of elastic and inelastic structures by using passive and semi-active tuned mass dampers" Smart. Struct. System, 8(3), 239-252.
DOI
|
39 |
Wang, A.P. and Lin, Y.H. (2007), "Vibration control of a tall building subjected to earthquake excitation" Sound. Vib., 299(4-5), 757-773.
DOI
|
40 |
Warburton, G.B. (1982), "Optimum absorber parameters for various combinations of response and excitation parameters" Earthq. Eng. Struct. Dyn., 10(3), 381-401.
DOI
|
41 |
Xu, H.b., Zhang, C.w., Li, H., Ping, T., Ou, J.p. and Zhou, F.l. (2014), "Active mass driver control system for suppressing wind-induced vibration of the Canton Tower" Smart. Struct. System, 13(2), 281-303.
DOI
ScienceOn
|
42 |
Yao, J.T.P. (1972), "Concept of Structural Control" J. Struct. Div., 98(7), 1567-1574.
|
43 |
Zadeh, L.A. (1975), "The concept of a linguistic variable and its application to approximate reasoning-I" Inform. Sci., 8(3), 199-249.
DOI
ScienceOn
|
44 |
Chen, H., Sun, Z. and Sun, L. (2011), "Active mass damper control for cable stayed bridge under construction: an experimental study" Struct. Eng. Mech., 38(2), 141-156.
DOI
|
45 |
Chang, J.C.H. and Soong, T.T. (1980), "Structural control using active tuned mass dampers" J. Eng. Mech- ASME, 106(6), 1091-1098.
|
46 |
Chen, J., Peng, W., Ge, R. and Wei, J. (2009), "Optimal design of composite laminates for minimizing delamination stresses by particle Swarm optimization combined with FEM" Struct. Eng. Mech., 31(4), 407-421.
DOI
|
47 |
Contreras, M.T., Pasala, D.T.R. and Nagarajaiah, S. (2014), "Adaptive length SMA pendulum smart tuned Mass damper performance in the presence of real time primary system stiffness change" Smart. Struct. System, 13(2), 219-233.
DOI
ScienceOn
|
48 |
Farshidianfar, A. and Soheili, S. (2013a), "ABC optimization of TMD parameters for tall buildings with soil structure interaction" Interact. Multiscale. Mech., 6(4), 339-356.
DOI
|
49 |
Sadek, F., Mohraz, B., Taylor, A.W. and Chung, R.M. (1997), "A method of estimating the parameters of tuned mass dampers for seismic applications" Earthq. Eng. Struct. Dyn., 26(6), 617-635.
DOI
|
50 |
Marano, G.C., Greco, R. and Palombella, G. (2008), "Stochastic optimum design of linear tuned mass dampers for seismic protection of high towers" Struct. Eng. Mech., 29(6), 603-622.
DOI
|
51 |
Collins, R., Basu, B. and Broderick, B. (2006), "Control strategy using bang-bang and minimax principle for FRF with ATMDs" Eng. Struct., 28(3), 349-356.
DOI
|
52 |
Leung, A.Y.T., Zhang, H., Cheng C.C. and Lee, Y.Y. (2008), "Particle swarm optimization of TMD by nonstationary base excitation during earthquake" Earthq. Eng. Struct. Dyn., 37(9), 1223-1246.
DOI
ScienceOn
|
53 |
Sun, C., Nagarajaiah, S. and Dick, A.J. (2014), "Family of smart tuned mass dampers with variable frequency under harmonic excitations and ground motions: closed-form evaluation" Smart. Struct. System, 13(2), 319-341.
DOI
|