References
- Chen, G.S., Bruno, R.J. and Salama, M. (1991), "Optimal placement of active/passive members in structures using simulated annealing", AIAA J., 29(8), 1327-1334. https://doi.org/10.2514/3.10739
- Chen, J.J., Che, J.W., Sun, H.A., Ma, H.B. and Cui, M.T. (2002), "Probabilistic dynamic analysis of truss structures", Struct. Eng. Mech., 13(2), 231-239. https://doi.org/10.12989/sem.2002.13.2.231
- Lammering, R., Jia, J. and Rogers, C.A. (1994), "Optimal placement of piezoelectric actuators in adaptive truss structure", J. Sound Vib., 171(1), 67-85. https://doi.org/10.1006/jsvi.1994.1104
- Li, J.B. and Zhang, L.M. (1997), "Active vibration control of adaptive truss structures by a local direct force feedback and optimal placement of piezoelectric active members", J. Vibration Engineering, 10(3), 380-386.
- Lin, J.H. and Yi, P. (2001), "Stationary random response of structures with stochastic parameters", Chinese J. Comput. Mech., 18(4), 402-408.
- Lu, L.Y., Utku, S. and Wada, B.K. (1993), "Vibration suppression for large scale adaptive truss structures using direct output feedback control", J. Intelligent Material Systems & Structures, 4(3), 385-397. https://doi.org/10.1177/1045389X9300400312
- Peng, X.Q., Lam, K.Y. and Liu, G.R. (1998), "Active vibration control of composite beams with piezoelectrics: a finite element modal based on third order laminate theory", J. Sound Vib., 209(4), 635-650. https://doi.org/10.1006/jsvi.1997.1249
- Tang, J. and Wang, K.W. (2000), "High authority and nonlinearity issues in active-passive hybrid piezoelectric networks for structural damping", J. Intelligent Material Systems & Structures, 11(3), 581-591. https://doi.org/10.1177/104538900772663955
- Won, C.C., Sulla, J.L., Sparks, D.W. Jr. and Belvin, W.K. (1994), "Application of piezoelectric devices to vibration suppression", J. Guidance, Control, and Dynamics, 17(6), 1333-1338. https://doi.org/10.2514/3.21352
- Wu, X.F. and Yang, G.S. (1996), "Statistical analysis of the dynamic characteristics of structures including random parameters", J. Beijing Science and Technical University, 16(1), 43-47.
Cited by
- Reliability-Based Optimization of Active Nonstationary Random Vibration Control vol.43, pp.6, 2005, https://doi.org/10.2514/1.12473
- Dynamic Response Analysis of Stochastic Frame Structures Under Nonstationary Random Excitation vol.42, pp.9, 2004, https://doi.org/10.2514/1.7523
- Optimization of active vibration control for random intelligent truss structures under non-stationary random excitation vol.18, pp.2, 2004, https://doi.org/10.12989/sem.2004.18.2.137
- Wave scattering method for dynamic response analysis of structures with stochastic parameters vol.45, pp.4, 2017, https://doi.org/10.1080/15397734.2016.1236346
- Dynamic response analysis of linear stochastic truss structures under stationary random excitation vol.281, pp.1-2, 2005, https://doi.org/10.1016/j.jsv.2004.01.014
- Random vibration analysis of structures by a time-domain explicit formulation method vol.52, pp.2, 2014, https://doi.org/10.12989/sem.2014.52.2.239
- Guide to the Literature of Piezoelectricity and Pyroelectricity. 23 vol.321, pp.1, 2005, https://doi.org/10.1080/00150190500259707
- Analysis of structural reliability from time response using fully probabilistic vol.36, pp.2, 2014, https://doi.org/10.1007/s40430-013-0083-1
- Analysis of structural dynamic reliability based on the probability density evolution method vol.45, pp.2, 2003, https://doi.org/10.12989/sem.2013.45.2.201