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[9] Soong T T, Dargush G F. Passive energy dissipation systems in structural engineering[M]. Wiley, 1997. [10] Mahmoodi P. Structural dampers[J]. Journal of Structural Devision, ASCE, 1969, 95(8): 1661-72. [11] Mahmoodi P, Keel C J. Performance of viscoelastic dampers in world trade center towers[J]. Dynamics of structures, 1987: 83-106. [12] Mahmoodi P, Keel C J. Performance of viscoelastic structural dampers for the Columbia Center Building[C]//Building motion in wind. ASCE, 1986: 83-106. [13] Mahmoodi P, Keel C J. Analysis and the Design of Multi-Layer Viscoelastic (VE) Dampers for Tall Structures[C]//Structural Design, Analysis and Testing. ASCE, 1989: 451-489. [18] Kerwin Jr E M. Damping of flexural waves by a constrained viscoelastic layer[J]. The Journal of the Acoustical society of America, 1959, 31(7): 952-962. [19] DiTaranto R A. Theory of vibratory bending for elastic and viscoelastic layered finite-length beams[J]. Journal of Applied Mechanics, 1965, 32(4): 881-886. [20] Douglas B E, Yang J C S. Transverse compressional damping in the vibratory response of elastic-viscoelastic-elastic beams[J]. AIAA journal, 1978, 16(9): 925-930. [21] Van Nostrand W C, Inman D J. Finite element model for active constrained layer damping[C]//Symposium on Active Materials and Smart Structures: Society of Engineering Science 31st Annual Meeting. International Society for Optics and Photonics, 1995: 124-139. [22] Rao D K. Frequency and loss factors of sandwich beams under various boundary conditions[J]. Journal of Mechanical Engineering Science, 1978, 20(5): 271-282. [23] Lu Y P, Killian J W, Everstine G C. Vibrations of three layered damped sandwich plate composites[J]. Journal of Sound and Vibration, 1979, 64(1): 63-71. [24] Johnson C D, Kienholz D A. Finite element prediction of damping in structures with constrained viscoelastic layers[J]. AIAA journal, 1982, 20(9): 1284-1290. [25] Rikards R. Finite element analysis of vibration and damping of laminated composites[J]. Composite structures, 1993, 24(3): 193-204. [26] Lall A K, Asnani N T, Nakra B C. Damping analysis of partially covered sandwich beams[J]. Journal of sound and vibration, 1988, 123(2): 247-259. [27] Mead D J, Yaman Y. The harmonic response of rectangular sandwich plates with multiple stiffening: a flexural wave analysis[J]. Journal of Sound and Vibration, 1991, 145(3): 409-428. [28] Plagianakos T S, Saravanos D A. High-order layerwise mechanics and finite element for the damped dynamic characteristics of sandwich composite beams[J]. International journal of solids and structures, 2004, 41(24): 6853-6871. [29] Sainsbury M G, Zhang Q J. The Galerkin element method applied to the vibration of damped sandwich beams[J]. Computers & structures, 1999, 71(3): 239-256. [30] Chen Q, Chan Y W. Integral finite element method for dynamical analysis of elastic–viscoelastic composite structures[J]. Computers & Structures, 2000, 74(1): 51-64. [31] Austin E M, Inman D J. Some pitfalls of simplified modeling for viscoelastic sandwich beams[J]. Journal of vibration and acoustics, 2000, 122(4): 434-439. [32] Chen Y S, Hsu T J, Chen S I. Vibration damping characteristics of laminated steel sheet[J]. Metallurgical transactions A, 1991, 22(3): 653-656. [65] Ross D, Ungar E E, Kerwin E M. Damping of plate flexural vibrations by means of viscoelastic laminae [J]. Structural damping, 1959, 3: 44-87. [66] Mead D J, Markus S. The forced vibration of a three-layer, damped sandwich beam with arbitrary boundary conditions [J]. Journal of sound and vibration, 1969, 10(2) : 163-175. [67] Johnson C D, Kienholz D A. Finite element prediction of damping in structures with constrained viscoelastic layers [J]. AIAA journal, 1982, 20(9) : 1284-1290. |
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