1 |
Abe, M. and Fujino, Y. (1994), "Dynamic characterization of multiple tuned mass dampers and some design formulas", Earthq. Eng. Struct. D., 23(8), 813-835.
DOI
ScienceOn
|
2 |
Abe, M. (1996), "Semi-active tuned mass dampers for seismic protection of civil structures", Earthq. Eng. Struct. D., 25(7), 743-749.
DOI
|
3 |
Abe, M. (1996), "Tuned mass dampers for structures with bilinear hysteresis", J. Eng. Mech., 122(8), 797-800.
DOI
ScienceOn
|
4 |
Abe, M. and Igusa, T. (1996), "Semi-active dynamic vibration absorbers for controlling transient response", J. Sound Vib., 198(5), 547-569.
DOI
ScienceOn
|
5 |
Balendra, T., Wang, C.M. and Cheong, H.F. (1995), "Effectiveness of tuned liquid column dampers for vibration control of towers", Eng. Struct., 17(9), 668-675.
DOI
ScienceOn
|
6 |
Boley, B.A. (1963), "On the accuracy of the Bernoulli-Euler theory for beams of variable section", J. Appl. Mech., 30(3), 373-378.
DOI
|
7 |
Chang, J.C.H. and Soong, T.T. (1980), "Structural control using active tuned mass dampers", J. Eng. Mech., 106(6), 1091-1098.
|
8 |
Fujii, K., Tamura, Y., Sato, T. and Wakahara, T. (1990), "Wind-induced vibration of tower and practical applications of tuned sloshing damper", J. Wind Eng. Ind. Aerod., 33(1-2), 263-272.
DOI
ScienceOn
|
9 |
Fujino, Y. and Abe, M. (1993), "Design formulas for tuned mass dampers based on a perturbation technique", Earthq. Eng. Struct. D., 22(10), 833-854.
DOI
ScienceOn
|
10 |
Gerges, R.R. and Vickery, B.J. (2005), "Optimum design of pendulum-type tuned mass damper", Struct. Des. Tall Spec. Build., 14(4), 353-368.
DOI
ScienceOn
|
11 |
Ghosh, A. and Basu, B. (2004), "Seismic vibration control of short period structures using the liquid column damper", Eng. Struct., 26(2004), 1905-1913.
DOI
ScienceOn
|
12 |
Ghosh, A. and Basu, B. (2008), "Seismic vibration control of nonlinear structures using the liquid column damper", J. Struct. Eng., 134(1), 146-153.
DOI
ScienceOn
|
13 |
Gupta, A.K. (1985), "Vibration of tapered beams", J. Struct. Div.-ASCE, 111(1), 19-36.
DOI
ScienceOn
|
14 |
Gupta, A.K. (1986), "Frequency-dependent matrices for tapered beams", J. Struct. Eng.-ASCE, 112(1), 85-103.
DOI
ScienceOn
|
15 |
Igusa, T. and Xu, K. (1994), "Vibration control using multiple tuned mass dampers", J. Sound Vib., 175(4), 491-503.
DOI
ScienceOn
|
16 |
Johnston, B.G. (1976), Guide to stability design criteria for metal structures, Chap. II. Tapered structural members, 3rd Ed., John Wiley & Sons, Inc., New York, N.Y., 330-358.
|
17 |
Kareem, A. and Kline, S. (1995), "Performance of multiple mass damper under random loading", J. Struct. Eng., 12(2), 348-361.
|
18 |
Kaynia, A.M., Biggs, J.M. and Veneziano, D. (1981), "Seismic effectiveness of tuned mass dampers", J. Struct. Div.-ASCE, 107(8), 1465-1484.
|
19 |
Kobori, T., Takahashi, M., Nasu, T., Niwa. N. and Ogasawara. K. (1993), "Seismic response controlled structure with Active Variable Stiffness system", Earthq. Eng. Struct. D., 22(11), 925-941.
DOI
ScienceOn
|
20 |
Lin, C.C., Lin, G.L. and Wang, J.F. (2010), "Protection of seismic structures using semi-active friction TMD", Earthq. Eng. Struct. D., 39(6), 635-659.
|
21 |
Nagarajaiah, S. and Sonmez, E. (2007), "Structures with semiactive variable stiffness single/multiple tuned mass dampers", J. Struct. Eng., 133(1), 67-77.
DOI
ScienceOn
|
22 |
Nagarajaiah, S. and Varadarajan, N. (2004), "Short time fourier transform algorithm for wind response control of buildings with variable stiffness TMD", Eng. Struct., 27(2005), 431-441.
|
23 |
Nagarajaiah, S. and Narasimhan, S. (2007), "Seismic control of smart base isolated buildings with new semiactive variable damper", Earthq. Eng. Struct. D., 36(6), 729-749.
DOI
ScienceOn
|
24 |
Prathap, G. and Varadan, T.K. (1976), "Finite deflection of tapered cantilevers", J. Eng. Mech. Div.-ASCE, 102(3), 549-552.
|
25 |
Roffel, A.J., Lourenco, R., Narasimham, S. and Yarusevych, S. (2011), "Adaptive compensation for detuning in pendulum turned mass dampers", J. Struct. Eng, 137(2), 242-251.
DOI
ScienceOn
|
26 |
Takabatake, H. (1990), "Cantilevered and linearly tapered thin-walled members", J. Eng. Mech., 116(4), 733-750.
DOI
|
27 |
Rohde, F.V. (1953), "Large deflections of cantilever beam with uniformly distributed load", Q. Appl. Math., 11, 337.
DOI
|
28 |
Setareh, M., Ritchey, J.K., Murray, T.M., Koo, J.H. and Ahmadian, M. (2007), "Semiactive tuned mass damper for floor vibration control", J. Struct. Eng., 133(2), 242-250.
DOI
ScienceOn
|
29 |
Sun, J.Q., Jolly, M.R. and Norris, M.A. (1995), "Passive, adaptive and active tuned vibration absorbers - A survey", Trans. ASME J. Mech. Des., 117(B), 235-242.
DOI
ScienceOn
|
30 |
Takabatake, H. and Mizuki, A. (1995), "Simplified dynamic analysis of slender tapered thin-walled towers with additional mass and rigidity", J. Eng. Mech., 3(1), 61-74.
|
31 |
Takabatake, H. and Satoh, T. (2006), "A simplified analysis and vibration control to super-high-rise buildings", Struct. Des. Tall Spec. Build., 15(4), 363-390.
DOI
ScienceOn
|
32 |
Takabatake, H. and Ikarashi, F. and Matsuoka, M. (2011), "A simplified analysis of super building structures with setback", Earthq. Struct., 2(1), 43-64.
DOI
ScienceOn
|
33 |
Tesar, A. (1999), "Tuned vibration control of slender structures", Int. J. Numer Eng., 45(9), 1243-1255.
DOI
|
34 |
Thompson, A.G. (1981), "Optimum tuning and damping of a dynamic vibration absorber applied to a force excited and damped primary system", J. Sound Vib., 77(3), 403-415.
DOI
ScienceOn
|
35 |
Varadarajan, N. and Nagarajaiah, S. (2004), "Wind response control of building with variable stiffness tuned mass damper using empirical mode demoposition/hilbert transform", J. Eng. Mech., 130(4), 451-458.
DOI
ScienceOn
|
36 |
Wang, T.M. and Lee, C.H. (1973), "Tapered cantilevers with varying distributed loads", J. Eng. Mech. Div.-ASCE, 99(4), 919-925.
|
37 |
Won, A.Y.J., Pires, J.A. and Haroun, M.A. (1996), "Stochastic seismic evaluation of tuned liquid column dampers", Earthq. Eng. Struct. D., 25(11), 1259-1274.
DOI
ScienceOn
|
38 |
Yalla, S.K. and Kareem, A. (2000), "Optimum absorber parameters for tuned liquid column dampers", J. Struct. Eng., 126(8), 906-915.
DOI
ScienceOn
|
39 |
Xu, K. and Igusa, T. (1992), "Dynamic characteristics of multiple substructures with closely spaced frequencies", Earthq. Eng. Struct. D., 21(12), 1059-1070.
DOI
|
40 |
Xu, L.H. and Li, Z.X. (2008), "Semi-active multi-step predictive control of structures using MR dampers", Earthq. Eng. Struct. D., 37(12), 1435-1448.
DOI
ScienceOn
|
41 |
Yamaguchi, H. and Harnpornchai, N. (1993), "Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations", Earthq. Eng. Struct. D., 22(1), 51-62.
DOI
|
42 |
Zemp, R., Juan, C. de la Llera and Almazan, J.L. (2011), "Tall building vibration control using a TM-MR damper assembly", Earthq. Eng. Struct. D., 40(3), 339-354.
DOI
ScienceOn
|