References
- Abdel-Rohman, M. and Leipholz, H.H. (1978), "Structural control by pole assignment method", ASCE J. Eng. Mech., 104, 1157-1175.
- Aguirre, J.J., Almazan, J.L. and Paul, C.J. (2013), "Optimal control of linear and nonlinear asymmetric structures by means of passive energy dampers", Earthq. Eng. Struct. Dyn., 42(3), 377-395. https://doi.org/10.1002/eqe.2211
- Almaz'an, J.L. and De la Llera, J.C. (2009), "Torsional balance as new design criterion for asymmetric structures with energy dissipation devices", Earthq. Eng. Struct. Dyn., 38(12), 1421-1440. https://doi.org/10.1002/eqe.909
- Attard, T.L. and Dansby, R.E. (2008), "Evolutionary control of damaged systems using a rehabilitative algorithm", Proceedings of Tenth Pan American Congress of Applied Mechanics PACAM X, Grand Oasis Resort, Cancun, Mexico, January.
- Barroso, L.R. and Smith, H.A. (1999), Performance evaluation of vibration controlled of steel structures under seismic loading, John A. Blume Earthquake engineering center, Report No 133, June.
- 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. https://doi.org/10.1002/(SICI)1096-9845(1998110)27:11<1267::AID-EQE782>3.0.CO;2-D
- Blachowski, B. (2007), "Model Based Predictive Control for Guyed Mast Vibration", J. Theoretical Appl. Mech., 45(2), 405-423.
- Bogacki, P. and Shampine, L. (1989), "A 3(2) pair of Runge-Kutta formulas", Appl. Math. Letters, 2(4), 321-325. https://doi.org/10.1016/0893-9659(89)90079-7
- Brogan, W.L. (1974), "Application of determinant identity to pole-Assignment and observer problems", IEEE Transact. Auto. Control, 19, 689-692.
- Date, V.A. and Jangid, R.S. (2001), "Seismic Response of Torsionally CoupledStructures with Active Control Device", Journal of Structural Control, 8(1), 5-15.
- Desu, N.B., Deb, S.K. and Dutta, A. (2006), "Coupled tuned mass dampers for control of coupled vibrations in asymmetric buildings", Structural Control and Health Monitoring,13(5),897-916 https://doi.org/10.1002/stc.64
- Fu, C. (2011), "Application of torsional tuned liquid column gas damper for plan-asymmetric buildings", Structural Control and Health Monitoring, 18(5),492-509. https://doi.org/10.1002/stc.380
- Gavin, H. and Alhan, C. (2002), "Control of torsionally asymmetric structures", Proceedings of the American Control Conference, Anchorage, AK, 357.
- Goel, R.K. (1998), "Effects of supplemental viscous damping on seismic response of asymmetric-plan systems", Earthq. Eng. Struct. Dyn., 27(2), 125-141. https://doi.org/10.1002/(SICI)1096-9845(199802)27:2<125::AID-EQE720>3.0.CO;2-6
- Goel, R.K. (2000), "Seismic behaviour of asymmetric buildings withsupplemental damping", Earthq. Eng. Struct. Dyn., 29(4), 461-480. https://doi.org/10.1002/(SICI)1096-9845(200004)29:4<461::AID-EQE917>3.0.CO;2-6
- Housner, G.W., Bergman, L.A., Caughey, T.K., Chassiakos, A.G., Claus, R.O., Masri, S.F., Skelton, R.E., Soong, T.T., Spencer, Jr., B.F. and Yao, J.T.P. (1997), "Structural control: Past, present and future", J. Eng. Mech., 123, 897-971. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:9(897)
- Kautsky, J. and Nichols, N.K. (1985), "Robust Pole Assignment in Linear State Feedback", Int. J. Control, 41(5), 1129-1155. https://doi.org/10.1080/0020718508961188
- Kim, H. and Adeli, H. (2005), "Hybrid control of irregular steel high-rise building structures under seismic excitations", Int. J. Numer. Meth. Eng., 63(12), 1757-1774. https://doi.org/10.1002/nme.1336
- Kim, J. and Bang, S. (2002), "Optimum distribution of added viscoelastic dampers for mitigation of torsional responses of plan-wise asymmetric structures", Eng. Struct., 24(10), 1257-1269. https://doi.org/10.1016/S0141-0296(02)00046-9
- Kobori, T. (2003), "Past, present and future in seismic response control in civil engineering structures", Proceeding of 3rd World Conf. on Structural Control, New York, USA, June.
- Kobori, T., Koshika, N., Yamada, N. and Ikeda, Y. (1991), "Seismic response controlled structure with active mass driver system. Part1: Design", Earthq. Eng. Struct. Dyn., 20(2), 133-139. https://doi.org/10.1002/eqe.4290200204
- Kwakernaak, H. and Sivan, R. (1972), Linear optimal control systems, Wiley, New York, NY, USA.
- Kyrkos, T.M. and Anagnostopoulos, S.A. (2011), "An assessment of code designed, torsionally stiff, asymmetric steel buildings under strong earthquake excitations", Earthq. Struct., 2(2).
- Lavan, O. and Levy, R. (2010), "Performance based optimal seismic retrofitting of yielding plane frames using added viscous damping", Earthq. Struct., 1(3), 307-326 https://doi.org/10.12989/eas.2010.1.3.307
- Lavan, O. and Daniel, Y. (2013), "Full resources utilization seismic design of irregular structures using multiple tuned mass dampers", Struct. Multidisc. Optimiz., 48(3), 517-532. https://doi.org/10.1007/s00158-013-0913-x
- Lavan, O. and Levy, R. (2006), "Optimal peripheral drift control of 3D irregular framed structures using supplemental viscous dampers", J. Earthq. Eng., 10(6), 903-923.
- Lavan, O. and Levy, R. (2009), "Simple iterative use of Lyapunov's solution for the linear optimal seismic design of passive devices in framed buildings", J. Earthq. Eng., 13(5), 650-666. https://doi.org/10.1080/13632460902837736
- Li, C., Li, J. and Qu, Y. (2010), "An optimum design methodology of active tuned mass damper for asymmetric structures", Mech. Syst. Signal Proc., 24, 746-765. https://doi.org/10.1016/j.ymssp.2009.09.011
- Li, C. and Qu, W. (2006), "Optimum properties of multiple tuned mass dampers for reduction oftranslational and torsional response of structures subject to groundacceleration", Eng. Struct., 28, 472-494. https://doi.org/10.1016/j.engstruct.2005.09.003
- Li, C., Yu, Z., Xiong, X. and Wang, C. (2010), "Active multiple-tuned mass dampers for asymmetric structures considering soil-structure interaction",Structural Control and Health Monitoring, 17(4),452-472.
- Lin, C.C., Chang, C.C. and Wang, J.F. (2010), "Activecontrolofirregularbuildingsconsideringsoil-structure interactioneffects", Soil Dynamics and Earthquake Engineering, 30(3), 98-09. https://doi.org/10.1016/j.soildyn.2009.09.005
- Lin, W.H. and Chopra, A.K. (2001), "Understanding and predicting effects of supplemental damping on seismic response of asymmetric one-storey system" Earthquake Engineering and Structural Dynamics,30 (10), 1475-1494. https://doi.org/10.1002/eqe.73
- Martin, R.C. and Soong, T.T. (1976), "Modal control of multistory structures"ASCE, Journal of engineering mechanics.102, 613- 623.
- Meirovotch, L. (1990), Dynamics and control of structures, John Willey & Sons,New York, NY, USA.
- Ogata, K. (1997), Modern control engineering. 3rd edition,Prentice Hall International Inc., New Jersey, NJ, USA.
- Pnevmatikos, G.N. and Gantes, J.C. (2010),"Control strategy for mitigating the response of structures subjected to earthquake actions", Engineering Structures,32(11), 3616-3628. https://doi.org/10.1016/j.engstruct.2010.08.006
- Pnevmatikos, G.N. and Gantes, J.C. (2011), "The influence of time delay and saturation capacity in control of structures under seismic excitations" Smart Structures and systems, An International Journal, 8( 5), 479-490.
- Preumont, A. (2002), Vibration control of active structures. An introduction. 2nd edition, Kluwer academic publishers.
- Roberts, M.W., Barroso, L.R. and Lutes, L.D. (2002), "GNUFEM: A Nonlinear Finite Element Toolbox for Structural Control, Proceedings of Third World Conference on Structural Control 3rd WCSC, Como, Italy, April.
- Sage A.P. and White C.C. (1977), Optimum systems control. 2nd edition, Prentice Hall, Englewood Cliffs New Jersey, NJ, USA.
- Singh, M.P. and Moreschi, L.M. (2002), "Optimal placement of dampers for passive response control", Earthq. Eng. Struct. Dyn., 31(4), 955-976. https://doi.org/10.1002/eqe.132
- Soong, T.T. (1990). Active Structural Control: Theory and Practice. London/New York: Longman Scientific &Technical/Wiley New York, USA.
- Stathopoulos, K.G. and Anagnostopoulos, S.A. (2004), "Earthquake induced inelastic torsion in asymmetric multistory buildings", 13th World Conference in Earthquake Engineering, Paper No. 558, Vancouver, Canada, August.
- Syrmakezis, C.A. (2006), "Seismic protection of historical structures and monuments", Struct. Control Health Monitor., 13(6), 958-979. https://doi.org/10.1002/stc.89
- Takewaki, I., Yoshitomi, S., Uetani, K. and Tsuji, M. (1999), "Non-monotonic optimal damper placement via steepest direction search", Earthq. Eng. Struct. Dyn., 28(6), 655-670. https://doi.org/10.1002/(SICI)1096-9845(199906)28:6<655::AID-EQE833>3.0.CO;2-T
- Tena-Colunga, A. and Gomez-Soberon, L. (2002), "Torsional response of base-isolated structures due to asymmetries in the superstructure", Eng. Struct., 24(12), 1587-1599. https://doi.org/10.1016/S0141-0296(02)00102-5
- Tena-Colunga, A. and Jose Luis Escamilla-Cruz. (2007), "Torsional amplifications in asymmetric baseisolated structures", Eng. Struct., 29(2), 237-247. https://doi.org/10.1016/j.engstruct.2006.03.036
- Utku, S. (1998), Theory of adaptive structures: Incorporative intelligent into engineering products, CRC press, USA.
- Vial, I.J., De la Llera, J.C., Almazan, J.L. and Caballos, V. (2006), "Torsional balance of plan asymmetric structures with frictional dampers: experimental results", Earthq. Eng. Struct. Dyn., 35(15), 1875-1898. https://doi.org/10.1002/eqe.610
- Wang, P.C., Kozin, F. and Amini, F. (1983), "Vibration control of tall buildings", Eng. Struct., 5(4), 282-289. https://doi.org/10.1016/0141-0296(83)90007-X
- Wong, K.K.F. and Harris, J.L. (2013), "Seismic fragility and cost analyses of actively controlled structures", Struct. Des. Tall Spec. Build., 22, 569-583. https://doi.org/10.1002/tal.705
- Wu, B., Ou, J.P. and Soong, T.T. (1997), "Optimal placement of energy dissipation devices for threedimensional structures", Eng. Struct., 19(2), 113-125. https://doi.org/10.1016/S0141-0296(96)00034-X
- Yoshida, O., Dyke, J.S., Giacosa, M.L. and Truman, Z.K. (2003), "Experimental verification of torsional response control of asymmetric buildings using MR dampers", Earthq. Eng. Struct. Dyn., 32(13), 2085-2105. https://doi.org/10.1002/eqe.316
Cited by
- Technical Note: Active and Semi-Active Strategies to Control Building Structures Under Large Earthquake Motion vol.19, pp.7, 2015, https://doi.org/10.1080/13632469.2015.1036326
- Robust multi-objective optimization of STMD device to mitigate buildings vibrations vol.11, pp.2, 2016, https://doi.org/10.12989/eas.2016.11.2.347
- A new supervisory adaptive strategy for the control of hysteretic multi-story irregular buildings equipped with MR-dampers vol.217, pp.None, 2014, https://doi.org/10.1016/j.engstruct.2020.110786