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http://dx.doi.org/10.12989/sss.2014.14.5.981

Toward a paradigm for civil structural control  

Casciati, S. (Department DICAR, School of Architecture, University of Catania at Siracusa)
Chassiakos, A.G. (College of Engineering, California State University)
Masri, S.F. (Sonny Astani Department of Civil and Environmental Engineering, Kaprielian Hall, 206A, 3620 S. Vermont Avenue, University of Southern California)
Publication Information
Smart Structures and Systems / v.14, no.5, 2014 , pp. 981-1004 More about this Journal
Abstract
Structural control is a very broad field combining the areas of automatic control and structural engineering, with applications ranging from aerospace and mechanical engineering to building and civil infrastructure systems. In this paper, the focus is placed on civil engineering applications only. The goal is to address the issues concurring to form the scientific paradigm. As a resut, possible future directions of research into this field are identified.
Keywords
design; paradigm; research program; structural code; structural control;
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1 Fisher, D. (2010),"Architecture, civil engineering and construction: any change since the Egyptian", Proceedings of the 5th European workshop on structural health monitoring, Sorrento, Italy, June 2010.
2 Giuliano, F. (2013), Note on the paper "Optimum parameters of tuned liquid columngas damper for mitigation of seismic-induced vibrations of offshore jacket platforms" by Seyed Amin Mousavi, Khosrow Bargi, and Seyed Mehdi Zahrai" , Struct. Control Health Monit., 20(5), 852-852.   DOI   ScienceOn
3 Hiramoto, K., Matsuoka, T. and Sunakoda, K. (2011), "Inverse Lyapunov approach for semi-active control of civil structures", Struct. Control Health Monit., 18, 382-403. doi:10.1002/stc.375.   DOI   ScienceOn
4 Housner, G.W., Bergman, L.A., Caughey, T.K., Chassiakos, A.G., Claus, R.O., Masri, S.F. Skelton, R.E., Soong, T.T., Spencer J., B.F. and Yao, T.P. (1997), "Structural control: past, present, and future", J. Eng. Mech. - ASCE, 123(9), 897-971.   DOI
5 http://www.greeka.com/cyclades/santorini/news/news/238.htm
6 Ikeda, Y. (2009), "Active and semi active vibration control of buildings in Japan: practical applications and verification", Struct. Control Health Monit., 16(7-8), 703-723.   DOI   ScienceOn
7 Irschik, H., Schlacher, K. and Kugi, A. (1998), "Control of earthquake excited nonlinear structures using Liapunov's theory", Comput. Struct., 67(1-3), 83-90.   DOI
8 Karyeaclis, M.P. and Caughey, T.K. (1987), "Stability of a semi-active impact damper", J. Appl. Mech. - T ASME, 56(4), 926-929.
9 Cao, H., Reinhorn, A.M. and Soong, T.T. (1998), "Design of an active mass damper for a tall TV tower in Nanjing, China", Eng. Struct., 20(3), 134-143. doi: 10.1016/S0141-0296(97)00072-2   DOI   ScienceOn
10 Paulet-Crainiceanu, F., Wolfe, R., Caffrey, J. and Masri, S.F. (2000), "An Experimental Study of an Adaptive Momentum Exchange Device for Structural Control Applications", Proceedings of the 2nd European Conference on Structural Control, Paris.
11 Popper, K.R. (1997), A world of propensities, Thoemmes Press, London.
12 Saeki, M. (2002), "Impact damping with granular materials in a horizontally vibrating system", J. Sound Vib., 251, 153-161.   DOI   ScienceOn
13 Schlacher, K., Kugi, A. and Irschik, H. (1997), "Nonlinear control of earthquake excited high raised buildings by approximate disturbance decoupling", Acta Mech., 125(1-4), 49-62.   DOI   ScienceOn
14 Sherwood, B., Adler, M., Alkalai, L., Burdick, G., Jordan, F., Naderi, F., Graham, L., Landis, R., Drake, B., Hoffman, S., Grunsfeld, J. and Seery, B.D. (2010), "Flexible-path human exploration", Proceedings of the AIAA Space2010 conference and exposition, Anaheim, CA, August 2010.
15 Skelton, R.E. and de Oliveira, M.C. (2010), "Optimal complexity of deployable compressive structures", J. Franklin Inst. Eng. Appl. Math., 347(1), 228-256. doi:10.1016/j.jfranklin.2009.10.010   DOI   ScienceOn
16 Smyth, A.W., Masri, S.F. and Chassiakos, A.G. (1999), "On-line parametric identification of MDOF non-linear hysteretic systems", J. Eng. Mech.- ASCE, 125 (2), 133-142.   DOI   ScienceOn
17 Smyth, A.W., Masri, S.F., Kosmatopoulos, E.B., Chassiakos, A.G. and Caughey, T.K. (2002), "Development of adaptive modeling techniques for non-linear hysteretic systems", Int. J. Nonlinear Mech., 37(8), 1435-1451.   DOI   ScienceOn
18 Soong, T.T. (1988), "Active structural control in civil engineering", Eng. Struct., 10(2), 74-84.   DOI   ScienceOn
19 Araki, Y. Jinnouchi, Y. and Inoue, J. (1988), "Impact damper with granular materials", ASME PVP Div. 133, 879-893.
20 Caetano, E., Cunha, A., Moutinho, C. and Magalhaes, F. (2010), "Studies for controlling human-induced vibration of the Pedro e Ines footbridge, Portugal. Part 2: Implementation of tuned mass dampers", Eng. Struct., 32(4), 1082-1091.   DOI   ScienceOn
21 Bletziger, K.U., Firl, M., Linhard, J. and Wuchner, R. (2010), "Optimal shapes of mechanical motivated surfaces", Comput. Method. Appl. M., 199(5-8), 324-333.   DOI   ScienceOn
22 Carnap, R. (1967), The Logical Structure of the World, Felix Meiner Verlag, Leipzig, 1928. English translation, University of California Press, Berkeley.
23 Casado C.M., Diaz I.M., de Sebastian, J., Poncela, A.V. and Lorenzana, A. (2013), "Implementation of passive and active vibration control on an in-service footbridge", Struct. Control Health Monit., 20(1) 70-87.   DOI   ScienceOn
24 Casciati, F. and Domaneschi, M. (2007), "Semi-active electro-inductive devices: characterization and modeling", J. Vib. Control., 13, 815-838.   DOI   ScienceOn
25 Casciati, F. and Giuliano, F. (2009), "Performance of multi-TMD in the towers of suspension bridges", J. Vib. Control, 15(6), 821-847.   DOI   ScienceOn
26 Casciati, F., Magonette, G. and Marazzi, F. (2006), Technology of Semi-active Devices and Applications in Vibration Mitigation, John Wiley & Sons, West Sussex.
27 Casciati, F., Rodellar, J. and Yildirim, U. (2012), "Active and semi-active control of structures, theory andapplications: A review of recent advances", J. Intel. Mat. Syst. Str., 23(11), 1181-1195.   DOI
28 Vecchio, K.S. (2005), "Synthetic multifunctional metallic-intermetallic laminate composites", JOM, 57(3), 25-31.   DOI
29 Vinogradov, O.G. and Pivovarov, I. (1986), "Vibrations of system with non-linear hysteresis", J. Sound Vib., 111(1), 145-152.   DOI   ScienceOn
30 Timoshenko, S. (1928), "Discussion of the theory of the dynamic vibration absorber", Trans. ASME, 50, 20-21.
31 Wen, Y.K. (1980), "Equivalent linearization for hysteretic systems under random excitations", J. Appl. Mech. - ASME, 47(1), 150-154.   DOI
32 Wong, C., Daniel, M.C. and Rongong, J.A. (2009), "Energy dissipation prediction of particle dampers", J. Sound Vib., 319, 91-118.   DOI   ScienceOn
33 Wu, C., Liao, W. and Wang, M.Y. (2004), "Modeling of granular particle damping using multiphase flow theoryof gas-particle", J. Vib. Acoust., 126, 196-201.   DOI   ScienceOn
34 Yao, J.T.P. (1972), "Concept of structural control", J. Struct. Div. - ASCE, 98(7), 1567-1574.
35 Casciati, S. and Chen, Z.C. (2012), "An active mass damper system for structural control using real-time wireless sensors", Struct. Control Health Monit., 19(8), 691-700. doi:http://dx.doi.org/10.1002/stc.1485   DOI   ScienceOn
36 Casciati, F. and Ubertini, F. (2008), "Nonlinear vibration of shallow cables with semi active tuned mass damper", Nonlinear Dynam., 53(1-2), 89-106.   DOI   ScienceOn
37 Casciati, S. and Faravelli, L. (2013), "Quantity vs. quality in the Model Order Reduction (MOR) of a linear system ", Smart Struct. Syst., 13(1), 99-109.   DOI   ScienceOn
38 Casciati, S. and Chen, Z.C. (2011), "A multi-channel wireless connection system for structural health monitoring applications", Struct. Control Health Monit., 18(5), 588-600.   DOI   ScienceOn
39 Casciati, S., Faravelli, L. and Chen, Z.C. (2012), "Energy harvesting and power management of wireless sensorsfor structural control applications in civil engineering", Smart Struct. Syst., 10(3), 299-312.   DOI   ScienceOn
40 Chassiakos, A.G., Masri, S.F., Smyth, A. and Anderson, J.C. (1995), "Adaptive methods for identification ofhysteretic structures", Proceedings of the 1995 American Control Conference (ACC95), Seattle, June 1995.
41 Chassiakos, A.G., Masri, S.F., Smyth, A.W. and Caughey, T.K. (1998), "On-line identification of hysteretic systems", J. Appl. Mech. - ASME, 65, 194-203.   DOI   ScienceOn
42 Christodoulou, L. and Venables, J.D. (2003), "Multifunctional material systems: The first generation", JOM, 55(12), 39-45.   DOI
43 Cimellaro, G.P., Soong, T.T. and Reinhorn, A.M. (2009), "Integrated design of inelastic controlled structural systems", Struct. Control Health Monit., 16 (7-8), 689-702.   DOI   ScienceOn
44 Kon, S. and Horowitz, R. (2008), "A high-resolution MEMS piezoelectric strain sensor for structural vibration eetection", IEEE Sens. J., 8(11-12), 2027-2035.   DOI   ScienceOn
45 Dong, Y.K. and Chen, L.A. (2010), "High-spatial-resolution time-domain simultaneous strain and temperature sensor using brillouin scattering and birefringence in a polarization-maintaining fiber", IEEE Photonics Technol. Lett., 22(18), 1364-1366.   DOI   ScienceOn
46 Fang, X. and Tang, J. (2006), "Granular damping in forced vibration: qualitative and quantitative analyses", J. Vib. Acoust., 128, 489-500.   DOI   ScienceOn
47 Faravelli, L., Casciati, F. and Fisher, D. (2011), "Some technical challenges in the design of rotating towers", Proceeding of the SMART11, Dubai, February 2011, Cd-rom.
48 Kobori, T. (1990), "Technology development and forecast of dynamical intelligent building (D. I. B.)", (Eds., K.P. Chong, S.C. Liu and J.C. Li), Intelligent Structures, Elsevier Applied Science, New York.
49 Kobori, T. (1996), "Future direction on research and development of seismic-response-controlled structures", J. Microcomput. Civil. Eng., 11(5), 297-304.   DOI
50 Kolovsky, M.Z. (1999), Nonlinear Dynamics of Active and Passive Systems of Vibration Protection, Springer, Vienna.
51 Kuhn, T.S. (1962), The Structure of Scientific Revolutions, The University of Chicago Press, Chicago.
52 Lin, J.W., Betti, R., Smyth, A.W. and Longman, R.W. (2001), "On-line identification of non-linear hysteretic structural systems using a variable trace approach", Earthq. Eng. Struct. D., 30(9), 1279-1303.   DOI   ScienceOn
53 Lu, Z. (2012), Personal communication.
54 Lu, Z., Lu, X., Lu, W. and Masri, S.F. (2012), "Experimental studies of the effects of buffered particle dampers attached to a multi-degree-of-freedom system under dynamic loads", J. Sound Vib., 331(9), 2007-2022.   DOI   ScienceOn
55 Fornero, G. (2006), Il pensiero contemporaneo: dall'Ermeneutica alla Filosofia Analitica (in Italian), Istituto Geografico De Agostini, Novara.
56 Faravelli, L., Fuggini, C. and Ubertini, F. (2011), "Toward a hybrid control solution for cable dynamics:theoretical prediction and experimental validation", Struct. Control Health Monit., 17(4), 386-403.
57 FEMA E-74 (2011), Reducing the risks of nonstructural earthquake damage.
58 Lu, Z., Lu, X. and Masri, S.F. (2010), "Studies of the performance of particle dampers under dynamic load", J. Sound Vib., 329 (26), 5415-5433.   DOI   ScienceOn
59 Lu, Z., Lu, X., Lu, W. and Masri, S.F. (2011), "Shaking table test of the effects of multi-unit particle dampersattached to an MDOF system under earthquake excitation", Earthq. Eng. Struct. D., 41(5), 987-1000. doi:10.1002/eqe.1170.   DOI   ScienceOn
60 Lu, Z., Masri, S.F. and Lu, X. (2011), "Studies of the performance of particle dampers attached to a two-degreeof-freedom system under random excitation", J. Vib. Control., 17(10), 1454-1471. doi: 10.1177/1077546310370687   DOI   ScienceOn
61 Lu, Z., Masri, S.F. and Lu, X. (2011), "Parametric studies of the performance of particle dampers under harmonic excitation", Struct. Control Health Monit., 18(1), 79-98. doi:10.1002/stc.359   DOI   ScienceOn
62 Masri, S.F. (1969), "Analytical and experimental studies of multiple-unit impact dampers", J. Acoust. Soc. Am., 45(5), 1111-1117.   DOI
63 Martelli, A. (2013), Personal communication.
64 Masri, S.F. and Caughey, T.K. (1966), "On the stability of the impact damper", Trans. ASME, 88, 586-592.   DOI
65 Masri, S.F. (1967), "Electric analog studies of impact dampers", Exper. Mech., 7(2), 49-55.   DOI
66 Masri, S.F. (1972), "Theory of the dynamic vibration neutralizer with motion-limiting stops", J. Appl. Mech. - T ASME, 39(2), 563-568.   DOI
67 Nayeri, R.D., Masri, S.F. and Caffrey, J.P. (2007), "Studies of the performance of multi-unit impact dampers under stochastic excitation", J. Vib. Acoust., 129, 239-251.   DOI   ScienceOn
68 Masri, S.F., Bekey, G.A. and Caughey, T.K. (1982), "On-line control of nonlinear flexible structures", J. Appl. Mech - T ASME., 104(4), 877-884.
69 Masri, S.F., Miller, R.K., Dehghanyar, T.J. and Caughey, T.K. (1989), "Active parameter control of nonlinear vibrating structures", J. Appl. Mech. - ASME, 56, 658- 666.   DOI
70 Nishitani, A. and Matsui, C. (2013), "Report on the 2011 off the Pacific Coast of Tohoku Earthquake: Its Impact, and Control/Monitoring Performances", Adv. Sci. Technol., 83(1), 1-8. doi:10.4028/www.scientific.net/AST.83.1   DOI
71 Ni, Y.Q. and Zhou, H.F. (2010), "Guangzhou new TV tower: Integrated structural health monitoring and vibration control", Proceedings of the ASCE 2010 Structures Congress, Orlando FL, May 2010.
72 Ormondroyd, J. and Den Hartog, J.P. (1928), "The theory of the dynamic vibration absorber", Trans. ASME , 50, 9-15.
73 Panossian, H.V. (1992), "Structural damping enhancement via non-obstructive particle damping technique", J. Vib. Acoust., 114(1), 101-105.   DOI   ScienceOn
74 Papalou, A. and Masri, S.F. (1998), "An experimental investigation of particle dampers under harmonic excitation", J. Vib. Control, 4, 361-379.   DOI   ScienceOn
75 Preumont, A. (2011), Vibration control of active structures - An introduction, Structures, 3rd Ed., Springer, 2011- ISBN : 978-94-007-2032-9 (1st Ed. 1997).
76 Patten, W.N., Sun, J., Li, G., Kuehn, J. and Song, G. (1999), "Field test of an intelligent stiffener for bridges at the I-35 Walnut Creek Bridge", Earthq. Eng. Struct. D., 28(2), 109-126.   DOI   ScienceOn
77 Soong, T.T. and Dargush, G.F. (1997), Passive energy dissipation systems in structural engineering, John Wiley& Sons, Inc., New York.