1 |
Pacific Earthquake Engineering Research Center, Regents of the University of California, Berkeley (2015), Next Generation Attenuation Relationships - Strongmotion Database, Berkeley, USA. Retrieved from http://ngawest2.berkeley.edu/.
|
2 |
Palazzo, B. and Petti, L. (1999), "Combined control strategy: base isolation and tuned mass damping", ISET J. Earthq. Technol., 36(2-4), 121-137.
|
3 |
Palazzo, B., Petti, L. and de Ligio, M. (1997), "Response of base isolated systems equipped with tuned mass dampers to random excitations", J. Struct. Control, 4(1), 9-22.
DOI
|
4 |
Petti, L., Giannattasio, G., De Iuliis, M. and Palazzo, B. (2010), "Small scale experimental testing to verify the effectiveness of the base isolation and tuned mass dampers combined control strategy", Smart Struct. Syst., 6(1), 57-72.
DOI
|
5 |
Politopoulos, I. (2008), "A review of adverse effects of damping in seismic isolation", Earthq. Eng. Struct. Dyn., 37(3), 447-465.
DOI
|
6 |
Ribakov, Y. (2010), "Reduction of structural response to near fault earthquakes by seismic isolation columns and variable friction dampers", Earthq. Eng. Eng. Vib., 9(1), 113-122.
DOI
|
7 |
Sinha, S.C. and Li, G. (1994), "Optimal design of base-isolated structure with dynamic absorbers", J. Eng. Mech., 120(2), 221-231.
DOI
|
8 |
Taniguchi, T., Der Kiureghian, A. and Melkumyan, M. (2008), "Effect of tuned mass damper on displacement demand of baseisolated structures", Eng. Struct., 30(12), 3478-3488.
DOI
|
9 |
Tsai, H. (1995), "The effect of tuned-mass dampers on the seismic response of base-isolated structures", Int. J. Solid. Struct., 32(8-9), 1195-1210.
DOI
|
10 |
Tsai, H-C. and Lin, G-C. (1993), "Optimum tuned-mass dampers for minimizing steady-state response of support-excited and damped systems", Earthq. Eng. Struct. Dyn., 22(11), 957-973.
DOI
|
11 |
Wen, Y.K. (1976), "Method for random vibration of hysteretic systems", J. Eng. Mech., 102(2), 249-263.
|
12 |
Worden, K. and Tomlinson, G.R. (2001), Nonlinearity in Structural Dynamics: Detection, Identification and Modeling, Institute of Physics Publishing, Bristol, Philadelphia, USA.
|
13 |
Xiang, P. and Nishitani, A. (2014), "Optimum design for more effective tuned mass damper system and its application to baseisolated buildings", Struct. Control Hlth. Monit., 21(1), 98-114.
DOI
|
14 |
Yang, J.N., Danielians, A. and Liu, S.C. (1990), "Aseismic hybrid control system for building structures under strong earthquake", J. Intel. Mater. Syst. Struct., 1(4), 432-446.
DOI
|
15 |
Zhang, R. and Phillips, B.M. (2015), "Performance and protection of base-isolated structures under blast loading", J. Eng. Mech., 04015063.
|
16 |
Alhan, C. and Gavin, H. (2004), "A parametric study of linear and non-linear passively damped seismic isolation systems for buildings", Eng. Struct., 26(4), 485-497.
DOI
|
17 |
Alhan, C. and Surmeli, M. (2011), "Shear building representations of seismically isolated buildings", Bull. Earthq. Eng., 9(5), 1643-1671.
DOI
|
18 |
Chung, L.L., Wu, L.Y., Huang, H.H., Chang, C.H. and Lien, K.H. (2009), "Optimal design theories of tuned mass dampers with nonlinear viscous damping", Earthq. Eng. Eng. Vib., 8(4), 547-560.
DOI
|
19 |
De Iuliis, M., Petti, L. and Palazzo, B. (2008), "Effect of tuned mass damper on displacement demand of base-isolated structures", Eng. Struct., 30(12), 3478-3488.
DOI
|
20 |
Den Hartog, J.P. (1985), Mechanical Vibrations, 4th edition, McGraw-Hill, New York, USA.
|
21 |
Esteki, K., Bagchi, A. and Sedaghati. R. (2015), "Semi-active control of seismic response of a building using MR fluid-based tuned mass damper", Smart Struct. Syst., 16(5), 807-833.
DOI
|
22 |
Ikhouane, F., Manosa, V. and Rodellar, J. (2007), "Dynamic properties of the hysteretic Bouc-Wen model", Syst. Control Lett., 56(3), 197-205.
DOI
|
23 |
Matta, E. (2015), "Seismic effectiveness of tuned mass dampers in a life-cycle cost perspective", Earthq. Struct., 9(1), 73-91.
DOI
|
24 |
Kelly, J.M. (1999), "The role of damping in seismic isolation", Earthq. Eng. Struct. Dyn., 28(1), 3-20.
DOI
|
25 |
Kelly, J.M., Leitmann, G. and Soldatos, A.G. (1987), "Robust control of base-isolated structures under earthquake excitation", J. Optimiz. Theory Appl., 53(2), 159-180.
DOI
|
26 |
Mahmoud, S., Austrell, P.E. and Jankowski, R. (2012), "Simulation of the response of base-isolated buildings under earthquake excitations considering soil flexibility", Earthq. Eng. Eng. Vib., 11(3), 359-374.
DOI
|
27 |
Mazza, F. and Vulcano, A. (2009), "Nonlinear response of RC framed buildings with isolation and supplemental damping at the base subjected to near-fault earthquakes", J. Earthq. Eng., 13(5), 690-715.
DOI
|
28 |
McKenna, F., Fenves, G.L., Scott, M.H. and Jeremic, B. (2000), Open System for Earthquake Engineering Simulation (OpenSees), Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA.
|
29 |
Mirza Hessabi, R. (2017), Application of real-time hybrid simulation method in experimental identification of gyromass dampers, Ph.D. Dissertation, Civil Engineering Department, University of Toronto, Canada.
|
30 |
Mirza Hessabi, R. and Mercan, O. (2016), "Investigations of the application of gyro-mass dampers with various types of supplemental dampers for vibration control of building structures", Eng. Struct., 126, 174-186.
DOI
|
31 |
Mirza Hessabi, R., Mercan, O. and Ozturk, B. (2014), "The effects of tuned mass dampers on seismic performance of structures with nonlinear base isolators: a parametric study", Proceedings of the 6th World Conference on Structural Control and Health Monitoring (6WCSCM), Barcelona, Spain, July.
|
32 |
Jennings, P.C. (1968), "Equivalent viscous damping for yielding structures", J. Eng. Mech. Div., 94(1), 103-116.
|