[1] |
1] Baz A,Ro J.Partial treatment of flexible beams with active constrained layer damping[A].Conference of Engineering Sciences Society[C].Charlottesville,VA:ASME-AMD,167,1993,61~80.
|
[2] |
Shen I Y.Bending-vibration control of composite and isotropic plates through intelligent constrained-layer treatments[J].Smart Mater Struct,1994,3(3):340~355.
|
[3] |
Mead D J,Markus S.The forced vibration of a three-layer damped sandwich beam arbitrary boundary conditions[J].J Sound and Vibration,1969,10(2):163~175.
|
[4] |
Ditaranto R A.Theory of the vibratory bending for elastic and viscoelastic layered finite length beams[J].ASME J Applied Mechanics,1965,32:881~886.
|
[5] |
Shen I Y.Hybrid damping through intelligent constrained layer treatments[J].ASME J Vibration and Acoustics,1994,116:341~349.
|
[6] |
Baz A.Boundary control of beams using active constrained layer damping[J].ASME J Vibration and Acoustics,1997,119:166~172.
|
[7] |
Shen I Y.A variation formulation,a work-energy relation and damping mechanisms of active constrained layer treatments[J].ASME J Vibration and Acoustics,1997,119:192~199.
|
[8] |
Baz A,Ro J.Optimum design and control of active constrained layer damping[J].Trans ASME,Special 50th Anniversary Design Issue,1995,117:135~144.
|
[9] |
Vasundara V V,Vijay K V.Closed loop finite-element modeling of active/passive damping in structural vibration control[J].J Smart Mater Struct,1996,5(5):685~694.
|
[10] |
田晓耕,沈亚鹏.主动约束阻尼结构的数值分析方法[J].计算力学学报,1998,15(4):423~428.
|
[11] |
Johnson Conor D,Kienholz D A.Finite element prediction of damping in structures with constrained viscoelastic layers[J].AIAA J,1982,20(9):1280~1284.
|