1 |
Somerville, P.(2002), "Characterizing near-fault ground motion for the design and evaluation of bridges", Proceedings of the 3rd National Seismic Conference and Workshop on Bridges and Highways, Portland, OR, 28 April - 1 May.
|
2 |
Somerville, P.G. (2003), "Magnitude scaling of the near-fault rupture directivity pulse", Phys. Earth Planet. In., 137, 201-212.
DOI
ScienceOn
|
3 |
Somerville, P.G., Smith, N.F., Graves, R.W. Abrahamson, N.A. (1997), "Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity seismological", Seismol. Res. Lett., 68(1), 199-222.
DOI
ScienceOn
|
4 |
Spencer Jr., B.F., Dyke, S.J., Sain, M.K. and Carlson, J.D. (1997), "Phenomenological model of a magnetorheological damper", J. Eng. Mech.- ASCE, 123(3), 230-238.
DOI
ScienceOn
|
5 |
Xu, Y.L., Chen, J., Ng, C.L. and Qu, W.L. (2005), "Semi-active seismic response control of buildings with podium structure", J. Struct. Eng.- ASCE, 131(6), 890-899.
DOI
ScienceOn
|
6 |
Yan, G., and Zhou, LL. (2006), "Integrated fuzzy logic and genetic algorithms for multi-objective control of structures using MR dampers", J. Sound Vib., 296(1-2), 368?382.
|
7 |
Ying, Z.G., Ni, Y.Q. and Ko, J.M. (2009), "A semi-active stochastic optimal control strategy for nonlinear structural systems with MR dampers", Smart Struct. Syst., 5(1), 69-79.
DOI
ScienceOn
|
8 |
Yoshida, O., Dyke, S.J., Giacosa, L.M. and Truman, K.Z. (2002), "Torsional response control of asymmetric buildings using smart dampers", Proceedings of the 15th ASCE engineering mechanics conference, New York.
|
9 |
Yoshida, O. and Dyke, SJ. (2005), "Response control of full-scale irregular buildings using magnetorheological dampers", J. Struct. Eng. - ASCE, 131(5), 734-742.
DOI
ScienceOn
|
10 |
Zhou, L., Chang, C.C. and Spencer Jr., B.F. (2002), "Intelligent technology-based control of motion and vibration using MR dampers", Earthq. Eng. Eng. Vib., 1, 100-110.
DOI
|
11 |
Zhou, L., Chang, C.C. and Wang, L.X. (2003), "Adaptive fuzzy control for nonlinear buildingmagnetorheological damper system", J. Struct. Eng. - ASCE, 129, 905-913.
DOI
ScienceOn
|
12 |
Zhou, Z., Meng, S., Wu J. and Zhao, Y. (2012), "Semi-active control on long-span reticulated steel structures using MR dampers under multi-dimensional earthquake excitations", Smart Struct. Syst., 10(6), 557-572.
DOI
ScienceOn
|
13 |
Casciati, F., Faravelli, L. and Torelli, G. (1999), "A fuzzy chip controller for nonlinear vibrations", Nonlinear Dynam., 20(1), 85-98.
DOI
|
14 |
Battaini, M., Casciati, F. and Faravelli, L. (1998), " Fuzzy control of structural vibration. An active mass system driven by a fuzzy controller", Earthq. Eng. Struct. D., 27(11), 1267-1276.
DOI
|
15 |
Battaini, M., Casciati, F. and Faravelli, L. (2004), "Controlling wind response through a fuzzy controller", J. Eng. Mech. - ASCE, 130(4), 486-491.
DOI
ScienceOn
|
16 |
Bitaraf, M., Ozbulut, O.E., Hurlebaus, S. and Barroso, L. (2010), "Application of semi-active control strategies for seismic protection of buildingswith MR dampers", Eng. Struct., 32(10), 3040-3047.
DOI
ScienceOn
|
17 |
Casciati, F., Faravelli, L. and Yao, T. (1996), "Control of nonlinear structures using the fuzzy control approach", Nonlinear Dynam., 11(2), 171-187.
DOI
ScienceOn
|
18 |
Casciati, F., Magonette, G. and Marazzi, F. (2006), Technology of semi-active devices and applications in vibration mitigation, Chichester, Wiley & Sons.
|
19 |
Das, D., Datta, T.K. and Madan, A. (2011), "Semiactive fuzzy control of the seismic response of building frames with MR dampers", Earthq. Eng. Struct. D., 41(1), 99-118.
|
20 |
Choi, K.M., Cho, S.W., Jung, H.J. and Lee, I.W. (2004), "Semi-active fuzzy control for seismic response reduction using magneto-rheological dampers", Earthq. Eng. Struct. D., 33, 723-736.
DOI
ScienceOn
|
21 |
Dyke,S.J., Spencer Jr., B.F. Sain, M.K. and Carlson, J.D. (1996),"Modeling and control of magnetorheological dampers for seismic response reduction", Smart Mater. Struct., 5(5), 565-575.
DOI
ScienceOn
|
22 |
Gaul, L., Hurlebaus, S., Wirnitzer, J. and Albrecht, H.(2008), "Enhanced damping of lightweight structures by semi-active joints", Acta Mech., 195, 249-261.
DOI
|
23 |
Ghaboussi, Y.J. and Kim, J. (2001), "Direct use of design criteria in genetic algorithm-based controller optimization", Earthq. Eng. Struct. D., 30, 1261-1278.
DOI
ScienceOn
|
24 |
Ghaffarzadeh, H., Dehrod, E.A. and Talebian, N. (2013),"Semi-active fuzzy control for seismic response reduction of building frames using variable orifice dampers subjected to near-fault earthquakes effects of fling step and forward directivity on seismic response of buildings", J. Vib. Control., 19(13), 1980-1998.
DOI
ScienceOn
|
25 |
Guan, X., Huang, Y., Li, H. and Ou, J. (2012), "Adaptive MR damper cable control system based on piezoelectric power harvesting", Smart Struct. Syst., 10(1), 33-46.
DOI
ScienceOn
|
26 |
Hiemenz, G.J., Choi, Y.T. and Wereley, N.M. (2000),"Seismic control of civil structures utilizing semiactive MR bracing systems", Proceedings of the smart systems for bridges, structures, and highways conference, Newport Beach.
|
27 |
Hsu, Y.T. and Fu, C.C. (2004), "Seismic effect on highway bridges in Chi-Chi earthquake", J. Perform. Constr. Fac., 18, 47-53.
DOI
ScienceOn
|
28 |
Jangid, R.S. and Kelly, J.M. (2001), "Base isolation for near-fault motions", Earthq. Eng. Struct. D., 30(5), 691-707.
DOI
ScienceOn
|
29 |
Huang, H., Sun, L. and Jiang, X. (2012), "Vibration mitigation of stay cable using optimally tuned MR damper", Smart Struct. Syst., 9(1) 35-53, 615
DOI
ScienceOn
|
30 |
Hurlebaus, S. and Gaul, L. (2006), "Smart structure dynamics", Mech. Syst. Signal Pr., 20(2), 255-281.
DOI
ScienceOn
|
31 |
Jansen, L.M. and Dyke, S.J. (2000), "Semi active control strategies for MR dampers: comparative study", J. Eng. Mech. - ASCE, 126(8), 795-803.
DOI
ScienceOn
|
32 |
Kerber, F., Hurlebaus, S., Beadle, B.M. and Stobener, U. (2007), "Control concepts for an active vibration isolation system", Mech. Syst. Signal Pr., 21(8), 3042-3059.
DOI
ScienceOn
|
33 |
Kim, H.S. and Roschke, P.N. (2006), "Design of fuzzy logic controller for smart base isolation system using genetic algorithm", Eng. Struct., 28(1), 84-96.
DOI
ScienceOn
|
34 |
Kim, Y., Hurlebaus, S. and Langari, R. (2010), "Model-based multi-input, multi-output supervisory semiactive nonlinear fuzzy controller", Comput. Aided Civil. Infrastruct Eng., 25(5), 387-393
DOI
ScienceOn
|
35 |
Leitmann, G. (1994),"Semiactive Control for Vibration Attenuation", J. Intel. Mat. Syst. Str., 5, 841-846.
DOI
ScienceOn
|
36 |
Loh, C.H., Lynch, J.P., Lu, K.C., Wang, Y., Chang, C.M., Lin, P.Y. and Yeh, T.H. (2007), "Experimental verification of a wireless sensing and control system for structural control using MR dampers", Earthq.Eng. Struct. D., 36(10), 1303-1328.
DOI
ScienceOn
|
37 |
Lu, L.Y., Lin, G.L. and Lin, C.Y. (2011), "Experiment of an ABS-type control strategy for semi-active friction isolation systems", Smart Struct. Syst., 8(5), 501-524.
DOI
ScienceOn
|
38 |
Ohtori, Y., Christenson, R., Spencer Jr., B.F. and Dyke, S., (2004), "Benchmark control problems for seismically excited nonlinear buildings", J. Eng. Mech.- ASCE, 130(4), 366-385.
DOI
ScienceOn
|
39 |
McClamroch, N.H. and Gavin, H.P. (1995), "Closed loop structural control using electro-rheological dampers", Proceedings of the American control conference, Seattle, USA.
|
40 |
Ok, S.Y., Kim, D.S., Park, K.S. and Koh, H.M. (2007), "Semi-active fuzzy control of cable-stayed bridges using magneto-rheological dampers", Eng. Struct., 29(5),776-788.
DOI
ScienceOn
|
41 |
Orozco, G.L. and Ashford, S.A. (2002), Effects of large pulses on reinforced concrete bridge columns, Pacific Earthquake Engineering Research Center. PEER report 2002/23, College of Engineering, University of California, Berkeley, CA.
|
42 |
Pourzeynali, S., Lavasani, H.H., and Modarayi, A.H. (2007), "Active control of high rise building structures using fuzzy logic and genetic algorithms", Eng. Struct., 29, 346-357.
DOI
ScienceOn
|
43 |
Qiang, H., Xiuli, D., Jingbo, L., Zhongxian, L., Lyun, L. and Jianfeng, Z. (2009), "Seismic damage of highway bridges during the 2008 Wenchuan earthquake", Earthq. Eng. Eng. Vib., 8, 263-273.
DOI
ScienceOn
|
44 |
Renzi, E. and Serino, G. (2004), "Testing and modeling a semi-actively controlled steel frame structure equipped with MR dampers", Struct. Health Monit., 11(3), 189-221.
DOI
ScienceOn
|
45 |
Saban, C., Erkan, Z., Selim, S. and Ismail, Y. (2011), "A new semi active nonlinear adaptive controller for structures using MR damper: Design and experimental validation", Nonlinear Dynam., 66(4),731-743.
DOI
|