29th Structures, Structural Dynamics and Materials Conference 1988
DOI: 10.2514/6.1988-2273
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Vibration control of truss beam structures using axial force actuators

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Cited by 19 publications
(7 citation statements)
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“…The acceleration Wy of the endtip is kept in lower level while the desired mechanical impedance and feedback gain are the same with those in Simulation 2. From this result, the effectiveness of the desired trajectory given in Equation (4) is verified. This desired trajectory is also employed in the following simulations.…”
Section: Simulation 2: Pd-impedance Control With Static Target Trajecmentioning
confidence: 77%
See 1 more Smart Citation
“…The acceleration Wy of the endtip is kept in lower level while the desired mechanical impedance and feedback gain are the same with those in Simulation 2. From this result, the effectiveness of the desired trajectory given in Equation (4) is verified. This desired trajectory is also employed in the following simulations.…”
Section: Simulation 2: Pd-impedance Control With Static Target Trajecmentioning
confidence: 77%
“…The studies and/or developments of the intelligent or adaptive structure have been actively made as an attempt to use the unique function in ISAS, JPL [2] and MIT [3]. Although there are some studies on physical properties [4][5][6], no systematic approaches have been made on control problems.…”
Section: Introductionmentioning
confidence: 99%
“…Both dynamic characteristics and vibration control of variable geometry truss (VGT) structures with length-variable members and high damping truss joints were extensively studied in the first phase [for instance, 39,40]. The techniques for vibration suppression used in the space structures are essentially the same as in earthbound structures, although the large space structures are dynamically characterized by very low natural frequencies of lower modes.…”
Section: Vibration Controlmentioning
confidence: 99%
“…Both dynamic characteristics and vibration control of variable-geometry truss (VGT) structures with lengthvariable members and high-damping truss joints were extensively studied in the first phase (for instance [39,40]).…”
Section: Vibration Controlmentioning
confidence: 99%