2018
DOI: 10.1016/j.ymssp.2017.06.043
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A new method of passive modifications for partial frequency assignment of general structures

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Cited by 24 publications
(20 citation statements)
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“…Hence, several approaches have been proposed to solve the task of eigenstructure assignment (EA), by exploiting either passive modifications of the system parameters (such as masses or stiffnesses) through dynamic structural modification (see e.g. Jihong and Weihong 2006;Hernandes and Suleman 2014;Belotti et al 2016;Belotti et al 2018b;Thomas et al 2020), or active control (see e.g. Schulz and Inman 1994, Triller and Kammer 1997, Kim et al 1999, Zhang et al 2014.…”
Section: Performance Optimization Through Concurrent Mechanical and Cmentioning
confidence: 99%
“…Hence, several approaches have been proposed to solve the task of eigenstructure assignment (EA), by exploiting either passive modifications of the system parameters (such as masses or stiffnesses) through dynamic structural modification (see e.g. Jihong and Weihong 2006;Hernandes and Suleman 2014;Belotti et al 2016;Belotti et al 2018b;Thomas et al 2020), or active control (see e.g. Schulz and Inman 1994, Triller and Kammer 1997, Kim et al 1999, Zhang et al 2014.…”
Section: Performance Optimization Through Concurrent Mechanical and Cmentioning
confidence: 99%
“…A cantilever beam¯nite element model whose benchmark was presented in some recent papers 32,33 is considered in this numerical experiment. The system matrices The in°uence matrices computed for the state feedback and state derivative feedback were subsequently obtained as follows: :…”
Section: Experiments 2: Control Of Cantilever Beammentioning
confidence: 99%
“…Consider the cantilever beam model with 6 degrees-of-freedom (DOFs) given in the literatures 19,24,25…”
Section: Applications In Natural Frequency Assignmentmentioning
confidence: 99%