1 |
Abe, M. and Igusa, T. (1996), "Semi-active dynamic vibration absorbers for controlling transient response", J. Sound Vib., 198(5), 547-569.
DOI
|
2 |
Adhikari, R. and Yamaguchi, H. (1997), "Sliding mode control of buildings with ATM", Earthq. Eng. Struct. Dyn., 26, 409-422.
DOI
|
3 |
Alhan, C. and Gavin, A. (2004), "A parametric study of linear and nonlinear passively damped seismic isolation system for buildings", Eng. Struct., 26(4), 485-497.
DOI
|
4 |
Agrawal, A.K. and Yang, J.N. (2000), "Semiactive control strategies for building subject to near-field earthquakes", SPIE's 7th Annual International Symposium on Smart Structures and Materials, International Society for Optics and Photonics, CA, USA.
|
5 |
Amezquita-Sanchez, J.P., Dominguez-Gonzalez, A., Sedaghati, R., Romero-Troncoso, R.J. and Osornio-Rios, R.A. (2014), "Vibration control on smart civil structures: A review", J. Mech. Adv. Mater. Struct., 21(1), 23-38.
DOI
|
6 |
Blachowski, B. (2007), "Model based predictive control of guyed mast vibration", J. Theo. Appl. Mech., 45(2), 405-423.
|
7 |
Blasco, X., Herrero, J.M., Sanchis, J. and Martinez, M. (2008), "A new graphical visualization of ndimensional Pareto front for decision-making in multi-objective optimization", Inform. Sci., 178(20), 3908-3924.
DOI
|
8 |
Boudaoud, H., Belouettar, S., Daya, E.M. and Potier-Ferry, M. (2008), "A shell finite element for active-passive vibration control of composite structures with piezoelectric and viscoelastic layers", J. Mech. Adv. Mater. Struct., 15(3-4), 208-219.
DOI
|
9 |
Cao, H. and Li, Q.S. (2004), "New control strategies for active tuned mass damper systems", Comput. Struct., 82(27), 2341-2350.
DOI
|
10 |
Chooi, W.W. and Oyadiji, S.O. (2008), "Design, modeling and testing of Magnetorheological (MR) dampers using analytical flow solutions", Comput. Struct., 86(3-4), 473-482.
DOI
|
11 |
Chopra, A.K. (1995), Dynamics of Structures: Theory and Application to Earthquake Engineering, Prentice-Hall.
|
12 |
Clough, R.W. and Penzien, J. (1993), Dynamics of structures, Second Edition, McGraw-Hill, Inc.
|
13 |
Crespo, L.G. and Kenny, S.P. (2005), "Robust control deign for systems with probabilistic uncertainty", NASA report, TP-2005-213531, March.
|
14 |
Datta, T.K. (1996), "Control of dynamic response of structures" Proceeding of the Indo-US Symposium on Emerging Trends in Vibration and Noise Engineering, New Delhi.
|
15 |
Deb, K., Agrawal, S., Pratap, A. and Meyarivan, T. (2002), "A fast and elitist multi-objective genetic algorithm: NSGA-II" IEEE Trans., On Evolution. Comput., 6(2), 182-197.
DOI
|
16 |
Fangfang, G., Youliang, D., Jianyoung, S., Wanheng, L. and Aiqun, L. (2014), "Passive control system for seismic protection of a multi-tower cable-stayed bridge", Earthq. Struct., 6(5), 495-514.
DOI
|
17 |
Frahm, H. (1911), "Devices for damping vibrations of bodies", U.S. Patent No. 989-958.
|
18 |
Hrovat, D., Barak, P. and Rabins, M. (1983), "Semi-active versus passive or active tuned mass dampers for structural control", J. Eng. Mech. Div., ASCE, 109(3), 691-705.
DOI
|
19 |
Hajiloo, A., Nariman-zadeh, N., Jamali, A., Bagheri, A. and Alasti, A. (2007), "Pareto optimum design of robust PI controllers for systems with parametric uncertainty", Int. Rev. Mech. Eng. (I.R.M.E.), 1(6), 628-640.
|
20 |
Holland, J.H. (1975), Adaptation in Natural and Artificial Systems, MIT Press, Cambridge, MA.
|
21 |
IBC, (2006), International Building Code.
|
22 |
Khalkhali, A., Sarmadi, M., Khakshournia, S. and Jafari, N. (2016), "Probabilistic multi-objective optimization of a corrugated-core sandwich structure", Geomech. Eng., 10(6), 709-726.
DOI
|
23 |
Lin, P.Y., Chung, L.L. and Loh, C.H. (2005), "Semi-active control of building structures with semi-active tuned mass damper", Comput. Aid. Civ. Infrastruct. Eng., 20(1), 35-51.
DOI
|
24 |
Mehrparvar, B. and Khoshnoudian, T. (2012), "Performance-based semi-active control algorithm for protecting base isolated buildings from near-fault earthquakes", Earthq. Eng. Eng. Vib., 11(1), 43-55.
DOI
|
25 |
Montgomery, D.C. (2003), Applied Statistics and Probability for Engineers, Third Edition, John Wiley & Sons, Inc.
|
26 |
Mulligan, K. (2007), "Experimental and analytical studies of semi-active and passive structural control of buildings", Ph.D. Dissertation, University of Canterbury, Christchurch, New Zealand.
|
27 |
Park, Y.J., Cho, H.S. and Cha, D.H. (1995), "Genetic algorithm-based optimization of fuzzy logic controller using characteristic parameters", Proceedings of the IEEE International Conference on Evolutionary Computation, Perth, WA.
|
28 |
Pnevmatikos, N.G., and Thomos, G.C. (2014), "Stochastic structural control under earthquake excitations", J. Struct. Control Hlth. Monit., 21(4), 620-633.
DOI
|
29 |
Pnevmatikos, N.G. and Hatzigeorgiou, G.D. (2014), "Seismic design of steel frames equipped by control devices", Open Constr. Build. Technol. J., 8(1), 300-309.
DOI
|
30 |
Pnevmatikos, N.G. and Hatzigeorgiou, G.D. (2014), "Seismic response of active or semi active control for irregular buildings based on eigenvalues modification", Earthq. Struct., 6(6), 647-664.
DOI
|
31 |
Pinkaew, T. and Fujino, Y. (2001), "Effectiveness of semi-active tuned mass dampers under harmonic excitation", Eng. Struct., 23(7), 850-856.
DOI
|
32 |
Pourzeynali, S. and Datta, T.K. (2005), "Semi-active fuzzy control of suspension bridge flutter", J. Struct. Eng., ASCE, 131(6), 900-912.
DOI
|
33 |
Pourzeynali, S. and Esteki, S. (2009), "Optimization of the TMD Parameters to suppress the vertical vibrations of suspension bridges subjected to earthquake excitations", Iranian Int. J. Eng., IJE Transaction B (Application), 22(1), 23-34.
|
34 |
Pourzeynali, S. and Mousanejad, T. (2010), "Optimization of semi-active control of seismically excited buildings using genetic algorithms", SCIENTIA IRANICA, Trans. A: Civ. Eng., 17(1), 26-38.
|
35 |
Rama Mohan Rao, A. and Sivasubramanian, K. (2008), "Multi-objective optimal design of fuzzy logic controller using a self-configurable swarm intelligence algorithm", Comput. Struct., 86(23-24), 2141-2154.
DOI
|
36 |
Ray, L.R. and Stengel, R.F. (1993), "A Monte Carlo approach to the analysis of control system robustness", Automatica., 29(1), 229-236.
DOI
|
37 |
Soong, T.T. and Dargush, G.F. (1997), Passive Energy Dissipation Systems in Structural Engineering, John Wiley & Sons, Chichester, UK and New York, NY.
|
38 |
Salimi, S. (2011), "Multi-objective robust control of tall buildings subjected to earthquake excitation using genetic algorithms", MSc. Thesis, Department of Civil Engineering, University of Mohaghegh Ardabili, Ardabil.
|
39 |
Salimi, S., Pourzeynali, S. and Eimani Kalesar, H. (2011), "Multi-objective optimization design of TMD/ATMD to control tall buildings against earthquake excitations using genetic algorithms", Proceeding of the Sixth International Conference of Seismology and Earthquake Engineering, Tehran.
|
40 |
Smith, B.A., Kenny, S.P. and Crespo, L.G. (2005), "Probabilistic parameter uncertainty analysis of single input single output control systems", NASA report, TM-2005-213280, March.
|
41 |
Symans, M.D. and Constantinou, M.C. (1999), "Semi-active control systems for seismic protection of structures: A state-of-the-art review", Eng. Struct., 21(6), 469-487.
DOI
|
42 |
Wang, Q. and Stengel, R.F. (2002), "Robust control of nonlinear systems with parametric uncertainty", Automatica., 38(9), 1591-1599.
DOI
|
43 |
Zadeh, L.A. (1965), "Fuzzy set", Inform. Control, 8, 338-353.
DOI
|
44 |
Shin, Y.C. and Xu, C. (2009), Intelligent Systems: Modeling, Optimization, and Control, CRC Press. Taylor & Francis Group, LLC., New York.
|
45 |
Zuo, L. and Nayfeh, S. (2003), "The multi-degree-of-freedom tuned-mass damper for suppression of singlemode vibration under random and harmonic excitation", Proceedings of the 2003 ASME Design Engineering Technical Conference, 19th ASME Biennial Conference on Mechanical Vibration & Noise, Chicago.
|