1 |
Pozos-Estrada, A., Hong, H.P. and Galsworthy J.K. (2011), " Reliability of structures with tuned mass dampers under wind-induced motion: a serviceability consideration", Wind Struct., 14(2), 113-131.
DOI
ScienceOn
|
2 |
Rana, R. (1995), A parametric study of tuned mass dampers and their generalizations, M.S. thesis State University of New York, Buffalo.
|
3 |
Rana, R. and Soong, T.T. (1998), "Parametric study and simplified design of tuned mass dampers", Eng. Struct., 20, 193-204.
DOI
ScienceOn
|
4 |
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. D., 26,617-635.
DOI
ScienceOn
|
5 |
Singh, M.P., Singh, S. and Moreschi, L.M. (2002), "Tuned mass dampers for response control of torsional buildings", Earthq. Eng. Struct. D., 31,749-769.
DOI
ScienceOn
|
6 |
Warburton, G.B. and Ayorinde, E.O. (1980), "Optimum absorber parameters for simple systems", Earthq. Eng. Struct. D., 8,197-217.
DOI
ScienceOn
|
7 |
Hadi, M.N.S. and Arfiadi, Y. (1998), "Optimum design of absorber for MDOF structures", J. Struct. Eng. - ASCE, 124, 1272-1280.
DOI
ScienceOn
|
8 |
Falcon, K.C, Stone, B.J., Simcock, W.D. and Andrew, C. (1967), "Optimization of vibration absorbers: a graphical method for use on idealized systems with restricted damping", J. Mech. Eng. Sci., 9, 374-381.
DOI
|
9 |
Frahm, H. (1911), Device for damping of bodies, U.S. Patent No: 989,958.
|
10 |
Geem, Z.W., Kim, J.H. and Loganathan, G.V. (2001), "A new heuristic optimization algorithm: harmony search", Simulation, 76, 60-68.
DOI
ScienceOn
|
11 |
Hoang, N., Fujino, Y. and Warnitchai, P. (2008), "Optimum tuned mass damper for seismic applications and practical design formulas", Eng. Struct., 30,707-715.
DOI
ScienceOn
|
12 |
Ioi, T. and Ikeda, K. (1978), "On the dynamic vibration damped absorber of the vibration system", Bull. JSME, 21, 64-71.
DOI
ScienceOn
|
13 |
Lee, C.L., Chen, Y.T., Chung, L.L. and Wang, Y.P. (2006), "Optimal design theories and applications of tuned mass dampers", Eng. Struct., 28, 43-53.
DOI
ScienceOn
|
14 |
Lin, C.C., Wang, J.F. and Ueng, J.M. (2001), "Vibration Control identification of seismically excited m.d.o.f structure-PTMD systems", J. Sound Vib., 240, 87-115.
DOI
ScienceOn
|
15 |
Leung, A.Y.T., Zhang, H., Cheng, C.C. and Lee, Y.Y. (2008), "Particle swarm optimization of TMD by non-stationary base excitation during earthquake", Earthq. Eng. Struct. D., 37, 1223-1246.
DOI
ScienceOn
|
16 |
Leung, A.Y.T. and Zhang, H. (2009), "Particle swarm optimization of tuned mass dampers", Eng. Struct., 31, 715-728.
DOI
ScienceOn
|
17 |
Steinbuch, R. (2011), "Bionic optimization of the earthquake resistance of high buildings by tuned mass dampers", J. Bionic Eng., 8, 335-344.
DOI
ScienceOn
|
18 |
Turkish Standards 500 (2001), Requirements for design and construction of reinforced concrete structures, Turkish Standards Institute, Ankara, Turkey.
|
19 |
Warburton, G.B. (1982), "Optimum absorber parameters for various combinations of response and excitation parameters", Earthq. Eng. Struct. D., 10, 381-401.
DOI
|
20 |
Snowdon, J.C. (1959), "Steady-state behavior of the dynamic absorber", J. Acoust. Soc. Am., 31, 1096-1103.
DOI
|
21 |
Tributsch, A. and Adam, C. (2012), "Evaluation and analytical approximation of Tuned Mass Damper performance in an earthquake environment", Smart Struct. Syst., 10(2), 155-179.
DOI
ScienceOn
|
22 |
Turkish Earthquake Code for Buildings (2007), Specification for buildings to be built in earthquake areas, Ministry of Public Works and Resettlement, Ankara, Turkey.
|
23 |
Bakre, S.V. and Jangid, R.S. (2007), "Optimal parameters of tuned mass damper for damped main system", Struct. Health Monit., 14, 448-470.
DOI
ScienceOn
|
24 |
Bekdas, G. and Nigdeli, S.M. (2011), "Estimating optimum parameters of tuned mass dampers using harmony search", Eng. Struct., 33, 2716-2723.
DOI
ScienceOn
|
25 |
ACI 318M-05 (2005), Building code requirements for structural concrete and commentary, American Concrete Institute.
|
26 |
Amini, F. and Doroudi, R. (2010), "Control of a building complex with magneto-rheological dampers and tuned mass damper", Struct. Eng. Mech., 36 (2), 181-195.
DOI
ScienceOn
|
27 |
Bishop, R.E.D. and Welboum, D.B. (1952), "The problem of the dynamic vibration absorber", Eng. (London), 174 and 769.
|
28 |
Den Hartog, J.P. (1947), Mechanical vibrations 3rd Ed., McGraw-Hill, New York.
|
29 |
Bozer, A. and Altay, G. (2013), "Hybrid tracking controller with attached tuned mass damper", Struct. Health Monit., 20(3), 337-353.
DOI
ScienceOn
|
30 |
Chang, C.C. (1999), "Mass dampers and their optimal designs for building vibration control", Eng. Struct., 21, 454-463.
DOI
ScienceOn
|
31 |
Desu, N.B., Deb, S.K. and Dutta, A. (2006), "Coupled tuned mass dampers for control of coupled vibrations in asymmetric buildings", Struct. Health Monit., 13, 897-916.
DOI
ScienceOn
|
32 |
Marano, G.C., Greco, R. and Chiaia, B. (2010), "A comparison between different optimization criteria for tuned mass dampers design", J. Sound Vib., 329, 4880-4890.
DOI
ScienceOn
|
33 |
METU EERC, http://www.eerc.metu.edu.tr/, METU Earthquake Engineering Research Center.
|
34 |
Ormondroyd, J. and Den Hartog, J.P. (1928), "The theory of dynamic vibration absorber", T. Am. Soc. Mech. Eng., 50, 9-22.
|
35 |
PEER database , http://peer.berkeley.edu/nga, Pacific earthquake engineering resource center NGA database.
|