1 |
Saka, M.P. and Hasancebi, O. (2009), "Design code optimization of steel structures using adaptive harmony search algorithm", Stud. Comput. Intel., 239, 79-120.
DOI
|
2 |
Salvadori, M.G. and Baron, M.L. (1961), Numerical methods in engineering, Prentice-Hall, Englewood Cliffs, NJ.
|
3 |
Smith, S. (1998), "The simplex method and evolutionary algorithms", Proceedings of the IEEE International Conference on Evolutionary Computation, 799-804.
|
4 |
Spencer, B.F. and Nagarajaiah, S. (2003) "State of the art of structural control", J. Struct. Eng. - ASCE, 129(7), 845-856.
DOI
ScienceOn
|
5 |
Yamada, K. and Kobori, T. (1995) "Control algorithm for estimating future responses of active variable stiffness structure", Earthq. Eng. Struct. D., 24(8), 1085-1099.
DOI
ScienceOn
|
6 |
Sun, J.Q., Jolly, M.R. and Norris, M.A. (1995), "Passive, adaptive, and active tuned vibration absorbers: a survey", J. Mech. Design, 111, 234-242.
|
7 |
Varadarajan, N. and Nagarajaiah, S. (2004), "Wind response control of building with variable stiffness tuned mass damper using EMD/HT", J. Eng. Mech. - ASCE, 130 (4), 451-458.
DOI
ScienceOn
|
8 |
Yalla, S.K., Kareem, A. and Cantor, J.C. (2001), "Semi-active tuned liquid dampers for vibration control of structures", Eng. Struct., 23(11), 1469-1479.
DOI
ScienceOn
|
9 |
Yang, J.N., Bobrow, J., Jabbari, F., Leavitt, J., Cheng, C.P. and Lin, P.Y. (2007), "Full-scale experimental verification of resetable semiactive stiffness dampers", Earthq. Eng. Struct. D., 36 (9), 1255-1273.
DOI
ScienceOn
|
10 |
Chang, J.C.H. and Soong, T.T. (1980), "Structural control using active tuned mass dampers", J. Eng. Mech. - ASCE, 6(106), 1091-1098.
|
11 |
Abe, M and Fujino, Y. (1994), "Dynamic characterization of multiple tuned mass dampers and some design formulas", Earthq. Eng. Struct. D., 23, 813-835.
DOI
ScienceOn
|
12 |
American Institute of Steel Construction (AISC) (1989), Manual of steel construction-allowable stress design, 9th Ed., Chicago, IL.
|
13 |
Baker, G. (1996), "Exact deflections in nonprismatic members", Comput. Struct., 61(3), 515-528.
DOI
ScienceOn
|
14 |
Choi, C.K. and Kim, S.H. (1989), "Coupled use of reduced integration and nonconforming modes in improving quadratic plate element", Int. J. Numer. Meth. Eng., 28(4), 1909-1928.
DOI
ScienceOn
|
15 |
Choi, C.K. and Kwak, H.G. (1989), "Optimum RC member design with discrete sections", Proceedings of the '89 ASCE Structures Congress, San Francisco, May.
|
16 |
Chu, S.Y., Soong, T.T. and Reinhorn, A.M. (2005), Active, hybrid, semi-active structural control-a design and implementation handbook, Wiley, New York.
|
17 |
Cohen, L. (1995), Time-frequency analysis (1st Ed.), Prentice-Hall, New Jersey.
|
18 |
Ikeda, Y., Sasaki, K., Sakamoto, M. and Kobori, T. (2001) "Active mass driver system as the first application of active structural control", Earthq. Eng. Struct. D., 30(11), 1575-1595.
DOI
ScienceOn
|
19 |
Contreras, M., Pasala, D.T.R. and Nagarajaiah, S. (2012) "Adaptive length SMA pendulum smart tuned mass damper performance in the presence of real time primary system stiffness change", Smart Struct. Syst. (accepted).
|
20 |
Dyck, J., Nagarajaiah, S. and Taylor, D. (2006) "Variation of supplemental stiffness and damping using adjustable fluid spring and damper", Proceedings of the 8th U.S. National Conference on Earthquake Engineering, EERI, CDROM.
|
21 |
Kurata, N., Kobori, T., Takahashi, M., Niw, N. and Midorikawa, H. (1999), "Actual seismic response controlled building with semiactive damper system", Earthq. Eng. Struct. D., 28, 1427-1447.
DOI
|
22 |
Hrovat, D., Barak, P. and Rabins, M. (1982), "Semiactive versus passive or active tuned mass dampers for structural control", J. Eng. Mech. - ASCE, 3(109), 691-705.
|
23 |
Kareem, A. and Kline, S. (1993), "Performance of multiple mass dampers under random loading", J. Struct. Eng. - ASCE, 2(121), 348-361.
|
24 |
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
|
25 |
LRFD-AISC, Manual of Steel Construction, Load and Resistance Factor Design (1999), Metric conversion of the 2nd Ed., Vol. 1, 2. AISC, Chicago.
|
26 |
Nagarajaiah, S. and Varadarajan, N. (2005), "Semi-active control of wind excited building with variable stiffness TMD using short-time Fourier transform", Eng. Struct., 27, 431-441.
DOI
ScienceOn
|
27 |
Nagarajaiah, S. and Mate, D. (1998), "Semi-active control of continuously variable stiffness system", Proceedings of the 2nd World Conference on Structural Control, Kyoto, Japan.
|
28 |
Nagarajaiah, S., Vardarajan, N. and Sahasrabudhe, S. (1999), "Variable stiffness and instantaneous frequency", Proceedings of the Structures Congress, ASCE, 1, 858-861.
|
29 |
Nagarajaiah, S. (2000), Structural vibration damper with continuously variable stiffness, US Patent No. 6098969.
|
30 |
Nagarajaiah, S. and Sahasrabudhe, S. (2006), "Seismic response control of smart sliding isolated buildings using variable stiffness systems: experimental and numerical study", Earthq. Eng. Struct. D., 35(2), 177-197.
DOI
ScienceOn
|
31 |
Nagarajaiah, S. and Sonmez, E. (2007), "Structures of semi-active variable stiffness multiple tuned mass dampers under harmonic forces", J. Struct. Eng. - ASCE, 133(1), 67-77.
DOI
ScienceOn
|
32 |
Nagarajaiah, S., Pasala, D.T.R., Huang, C. (2010), "Smart TMD: Adaptive length pendulum dampers", Proceedings of the 5th world conference on structural control and health monitoring, Tokyo, Japan, CDROM.
|
33 |
Ormondroyd, J. and Den Hartog, J.P. (1928), "The theory of the dynamic vibration absorber", Transactions ASME, APM-50-7, 9-22.
|
34 |
Nagarajaiah, S., Reinhorn, A.M., Constantinou, M.C., Taylor, D., Pasala, D.T.R. and Sarlis, A.A.S. (2010), "Adaptive negative stiffness: A new structural modification approach for seismic protection", Proceedings of the 5th World Conference on Structural Control and Monitoring, Tokyo, Japan, CDROM.
|
35 |
Nagarajaiah, S. and Pasala, D.T.R. "NEESR-adapt-struct: semi-active control of ASD device -adaptive length pendulum dampers", Proceedings of the 19th Analysis and computation specialty conference, ASCE, CDROM.
|
36 |
Narasimhan, S. and Nagarajaiah, S. (2005), "STFT algorithm for semiactive control of base isolated buildings with variable stiffness isolation systems subjected to near fault earthquakes", Eng. Struct., 27, 514-523.
DOI
ScienceOn
|
37 |
Pasala, D.T.R, Nagarajaiah, S., Grigoriadis, K.M. (2012), "Tracking control of variable stiffness hysteretic-systems using linear-parameter-varying gain-scheduled controller", Smart Struct. Syst., 9(4), 373-392.
DOI
ScienceOn
|
38 |
Nagarajaiah, S. (2009), "Adaptive passive, semiactive, smart tuned mass dampers: identification and control using empirical mode decomposition, Hilbert transform, and short-term Fourier transform", Struct. Health Monit. Control, 16 (7-8), 800-841.
DOI
ScienceOn
|
39 |
Jangid, R.S. (1999), "Optimal multiple tuned mass dampers for base-excited undamped system", Earthq. Eng. Struct. D., 28(9), 1041-1049.
DOI
|