1 |
Ohtori, Y., Christenson, R.E., Spencer, B.F. and Dyke, S.Y. (2004), "Benchmark Control Problems for Seismically Excited Nonlinear Buildings", J. Eng. Mech. - ASCE, 130(4), 363-582.
DOI
|
2 |
OPCM 3274, President of the Council of Ministers (2003), Ordinance No. 3274 - First Elements Regarding the General Criteria for the Seismic Classification of the National Territory and Technical Standards for the Constructions in Seismic Zone (in Italian).
|
3 |
Ponzo, F.C., Di Cesare, A., Moroni, C., Nigro, D., Ditommaso, R., Auletta, G. and Dolce, M. (2009), "JET-PACS: Joint Experimental Testing on Passive and semiActive Control Systems", Proceedings of the L'Ingegneria Sismica in Italia - XIII Convegno Nazionale dell'ANIDIS, Bologna, Italy.
|
4 |
Preumont, A. (2002), Vibration control of active structures, 2nd Ed., Kluwer Academic Publishers.
|
5 |
Sackman, J.L. and Kelly, J.M. (1979), "Seismic analysis of internal equipment and components in structures", Eng. Struct., 1(4), 179-190.
DOI
|
6 |
Sodeyama, H., Suzuki, K. and Sunakoda, K. (2004), "Development of Large Capacity Semi-Active Seismic Damper Using Magneto-Rheological Fluid", J. Press. Vess. T. - ASME, 126, 105-109.
DOI
|
7 |
Stammers, C. W. and Sireteanu, T. (1998), "Vibration control of machines by use of semi-active dry friction damping", J. Sound Vib., 209(4), 671-684.
DOI
|
8 |
Stammers, C.W. and Sireteanu, T. (2000), "Control off building seismic response by means of three semi-active friction dampers", J. Sound Vib., 237(5), 745-759.
DOI
|
9 |
Weber, F., Distl, H., Feltrin, G. and Motavalli, M. (2009), "Cycle energy control of magnetorheological dampers on cables", Smart. Mat. Struct., 18, 015005.
DOI
|
10 |
Xu, Y.L. and Chen, B. (2008), "Integrated vibration control and health monitoring of building structures using semi-active friction dampers: Part 1: methodology", Eng. Struct., 30(7), 1789-1801.
DOI
|
11 |
Yang, J.N. and Agrawal, A.K. (2002), "Semi-active hybrid control systems for nonlinear buildings against near-field earthquakes", Eng. Struct., 24(2), 271-280.
DOI
|
12 |
Yang, J. N., Kim, J. and Agrawal, A. (2000), "Resetting semiactive stiffness damper for seismic response control", J. Struct. Eng. - ASCE, 126(12), 1427-1433.
DOI
|
13 |
Bolt, B. (1969), "Duration of strong motion", Proceedings of the 4th World Conference on Earthquake Engineering, Santiago, Chile.
|
14 |
Antonacci, E., De Stefano, A., Gattulli, V., Lepidi, M. and Matta, E. (2012), "Comparative study of vibration-based parametric identification techniques for a three-dimensional frame structure", Struct. Contr. Health Monit., 19(5), 579-608.
DOI
ScienceOn
|
15 |
Basili, M., De Angelis M. and Fraraccio, G. (2013), "Shaking table experimentation on adjacent structures controlled by passive and semi-active MR dampers", J. Sound Vib., 332(13), 3113-3133.
DOI
|
16 |
Barroso, L.R., Chase, J.G. and Hunt, S. (2003), "Resettable smart dampers for multi-level seismic hazard mitigation of steel moment frames", J. Struct. Control, 10, 41-58.
DOI
|
17 |
Cao, D., Song, X. and Ahmadian, M. (2011), "Editors' perspectives: road vehicle suspension design, dynamics, and control", Vehicle Syst. Dynam., 49(1-2), 3-28.
DOI
|
18 |
Caterino, N., Spizzuoco, M. and Occhiuzzi, A. (2011), "Understanding and modelling the physical behaviour of magnetorheological dampers for seismic structural control", Smart Mater. Struct., 20, 065013. Doi: 10.1088/0964-1726/20/6/065013
DOI
|
19 |
Caterino, N., Spizzuoco, M. and Occhiuzzi, A. (2013), "Promptness and dissipative capacity of MR dampers: experimental investigations", Struct. Control Health Monit., 20(12), 1424-1440. Doi: 10.1002/stc.1578
DOI
|
20 |
Cha, Y.J., Zhang, J., Agrawal, A.K., Dong, B., Friedman, A., Dyke, S. J. and Ricles, J. (2013), "Comparative studies of semiactive control strategies for MR dampers: pure simulation and real-time hybrid tests", J. Struct. Eng. - ASCE, 139(7), 1237-1248.
DOI
|
21 |
Erramouspe, J., Kiousis, P., Christenson, R. and Vincent, T. (2007), "A resetting stiffness dynamic controller and its bench-scale implementation", Eng. Struct., 29, 2602-2610.
DOI
|
22 |
Crosby, M.J. and Karnopp, D.C. (1973), "The active damper", Shock Vib. Bull., 43, Naval Research Laboratory, Washington DC.
|
23 |
De Stefano, A., Matta, E. and Quattrone, A. (2008), Dynamic identification of the JETPACS prototype, Report 4/2008 Executive Project DPC-ReLUIS 2005-2008.
|
24 |
Dolce, M., Ponzo, F.C., Di Cesare, A., Ditommaso, R., Moroni, C., Nigro, D., Serino, G., Sorace, S., Gattulli, V., Occhiuzzi, A., Vulcano, A. and Foti, D. (2008), "Jet-pacs Project: Joint Experimental Testing on Passive and Semiactive Control Systems", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China.
|
25 |
Eurocode 8, UNI EN 1998-1 (2005), Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings.
|
26 |
Gattulli, G., Lepidi, M. and Potenza, F. (2009), "Seismic protection of frame structures via semi-active control: modeling and implementation issues", Earthq. Eng. Eng. Vib., 8(4), 627-645. Doi: 10.1007/s11803-009-9113-5
DOI
|
27 |
Inaudi, J.A. (1997), "Modulated homogeneous friction: a semi-active damping strategy", Earthq. Eng. Struct. D., 26(3), 361-376.
DOI
|
28 |
Inaudi, J.A. (2000), "Performance of variable-damping systems: theoretical analysis and simulation", Structural Control for Civil and Infrastructure Engineering, (Eds., F. Casciati and G. Magonette), World Scientific.
|
29 |
Jung, H.J., Jang, J.E., Choi, K.M. and Lee, H.J. (2008), "MR fluid damper-based smart damping systems for long steel stay cable under wind load", Smart Struct. Syst., 4(5), 697-710.
DOI
|
30 |
Jung, H. J., Spencer, B.F., Ni, Y.Q. and Lee, I.W. (2004), "State-of-the-art of semiactive control systems using MR fluid dampers in civil engineering applications", Struct. Eng. Mech., 17(3-4), 493-526.
DOI
|
31 |
Karnopp, D.C., Crosby, M.J. and Harwood, R.A. (1974), "Vibration control using semi-active Force Generators", ASME J. Eng. Ind., 96(2), 619-626.
DOI
|
32 |
Kobori, T., Takahashi, M., Nasu, T. and Niwa, N. (1993), "Seismic response controlled structure with active variable stiffness system", Earth. Eng. Struct. D., 22, 925-941.
DOI
|
33 |
Laflamme, S., Taylor, D., Maane, M.A. and Connor, J.J. (2011), "Modified friction device for control of large-scale systems", Struct. Control. Health Monit., Doi 10.1002/stc.454
DOI
|
34 |
Lee, H.J., Jung, H.J., Moon, S.J., Lee, S.K., Park, E.C. and Min, K.W. (2010), "Experimental investigation of MR damper-based semiactive control algorithms for full-scale five-story steel frame building", J. Intel. Mat. Syst. Str., 21(10), 1025-1037.
DOI
|
35 |
Li, Z.-X., and Xu, L.-H. (2004), "Shaking-table test on semi-active control for seismic response of tall buildings using MRF-04K damper", Proceedingsof the 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada.
|
36 |
Occhiuzzi A. and Serino G. (2003), "A semi-active oleodynamic damper for earthquake control - Part 2: Evaluation of performance through shaking table tests", Bull. Earthq. Eng., 1(2), 275-302.
DOI
|
37 |
Occhiuzzi, A., Spizzuoco, M. and Serino, G. (2003), "Experimental analysis of magnetorheological dampers for structural control", Smart Mater. Struct., 12, 703-711.
DOI
|
38 |
Occhiuzzi, A. and Spizzuoco, M. (2005), "Experimental analysis of a semi-actively controlled steel building", Struct. Eng. Mech., 19(6), 721-47.
DOI
|