1 |
Agranovich, G. and Ribakov, Y. (2010), "A method for efficient placement of active dampers in seismicalle excited structures", Struct. Control Hlth. Monit., 17, 513-531.
|
2 |
Barkanov, E., Hufenbach, W. and Kroll, L. (2003), "Transient response analysis of systems with different damping models", Computer Meth. Appl. Mech. Eng., 192, 33-46.
DOI
|
3 |
Chang, T.S. and Singh, M.P. (2009), "Mechanical model parameters for viscoelastic dampers", J. Eng. Mech., 135, 581-584.
DOI
|
4 |
Chang, T.S. and Singh, M.P. (2002), "Seismic analysis of structures with a fractional derivative model of viscoelastic dampers", Earthq. Eng. Eng. Vib., 1, 251-260.
DOI
|
5 |
Christopoulos, C. and Filiatrault, A. (2006), Principles of passive supplemental damping and seismic isolation, IUSS Press, Pavia, Italy.
|
6 |
Connor, J.J. and Klink, B.S.A. (1996), "Introduction to motion-based design", WIT Press.
|
7 |
Fujita, K., Moustafa, A. and Takewaki, I. (2010) "Optimal placement of viscoelastic dampers and supporting members under variable critical excitations", Earthq. Struct., 1, 43-67.
DOI
|
8 |
Hatada, T., Kobori, T., Ishida, M.A. and Niwa, N. (2000), "Dynamic analysis of structures with Maxwell model", Earthq. Eng. Struct. Dyn. Earthq., 29, 159-176.
DOI
|
9 |
Lee, S.H., Son, D.I., Kim, J. and Min, K.W. (2004), "Optimal design of viscoelastic dampers using eigenvalue assignment", Earthq. Eng. Struct. Dyn., 33, 521-542.
DOI
|
10 |
Lewandowski, R. and Chora zyczewski, B. (2010), "Identification of the parameters of the Kelvin-Voigt and the Maxwell fractional models, used to the modeling of viscoelastic dampers", Compos. Struct., 88, 1-17.
DOI
|
11 |
Lewandowski, R. and Chora zyczewski, B. (2007), "Remarks on modelling of passive viscoelastic dampers, Proceedings of the 9th International Conference Modern Building Materials, Structures and Technique, Vilnius, Lithuania, May.
|
12 |
Lewandowski, R. and Pawlak, Z. (2011), "Dynamic analysis of frames with viscoelastic dampers modelled by rheological models with fractional derivatives", J. Sound Vib., 330, 923-936.
DOI
|
13 |
Matsagar, V.A. and Jangid, R.S. (2005), "Viscoelastic damper connected to adjacent structures involving seismic isolation", J. Civ. Eng. Mana., 11, 309-322,
DOI
|
14 |
Mazza, F. and Vulcano, A. (2007) "Control of the along-wind response of steel framed buildings by using viscoelastic or friction dampers", Wind Struct., 10, 233-247.
DOI
|
15 |
Okada, R., Nakata, N., Spencer, B.F., Kasai, K. and Kim, B.S. (2006), "Rational polynomial approximation modeling for analysis of structures with VE dampers", J. Earthq. Eng., 10, 97-125.
|
16 |
Park, J.H., Kim, J. and Min, K.W. (2004), "Optimal design of added viscoelastic dampers and supporting braces", Earthq. Eng. Struct. Dyn., 33, 465-484.
DOI
|
17 |
Podlubny, I. (1999), Fractional Differential Equations, Academic Press.
|
18 |
Singh, M.P. and Chang, T.S (2009), "Seismic analysis of structures with viscoelastic dampers", J. Eng. Mech., 135, 571-580.
DOI
|
19 |
Ribakov, Y. and Agranovich, G. (2011), "A method for design of seismic resistant structures with viscoelastic dampers", Struct. Des. Tall Spec. Build., 20, 566-578.
DOI
|
20 |
Shen, K.L., Soong, T.T., Chang, K.C. and Lai, M.L. (1995), "Seismic behaviour of reinforced concrete frame with added viscoelastic dampers", Eng. Struct., 17, 372-380.
DOI
|
21 |
Singh, M.P. and Moreschi, L.M. (2002), "Optimal placement of dampers for passive response control", Earthq. Eng. Struct. Dyn., 31, 955-976.
DOI
|
22 |
Singh, M.P., Verma, N.P. and Moreschi, L.M. (2003), "Seismic analysis and design with Maxwell dampers", J. Eng. Mech., 129, 273-282.
DOI
|
23 |
Sorrentino, S. and Fassana, A. (2007), "Finite element analysis of vibrating linear systems with fractional derivative viscoelastic models", J. Sound Vib., 299, 839-853.
DOI
|
24 |
Shukla, A.K. and Datta, T.K. (1999), "Optimal use of viscoelastic dampers in building frames for seismic force", J. Struct. Eng., 125, 401-409.
DOI
|
25 |
Takewaki, I. (2009) Building control with passive dampers, Optimal performance-based design for earthquakes, Wiley and Sons (Asia), Singapore.
|
26 |
Tsai, M.H. and Chang, K.C. (2002), "Higher-mode effect on the seismic responses of buildings with viscoelastic dampers", Earthq. Eng. Eng. Vib., 1, 119-129.
DOI
|
27 |
Xu, Z.D. (2007), "Earthquake mitigation study of viscoelastic dampers for reinforced concrete structures, Vib. Control, 13, 29-43.
DOI
|
28 |
Zhang, W.S. and Xu, Y.L. (2000), "Vibration analysis of two buildings linked by Maxwell model defined fluid dampers", J. Sound Vib., 233, 775-796.
DOI
|