Vibration Suppression in Structures Using Cable Actuators

We investigate the use of cable tension for active vibration control in frame structures. A general formulation for this class of systems is developed using finite elements, which includes the dynamics of the structure and the effects of cable-structure interactions. It is found that the cable tensi...

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التفاصيل البيبلوغرافية
المؤلف الرئيسي: Issa, Jimmy (author)
مؤلفون آخرون: Mukherjee, Ranjan (author), Shaw, Steven (author)
التنسيق: article
منشور في: 2010
الوصول للمادة أونلاين:http://hdl.handle.net/10725/3962
http://dx.doi.org/10.1115/1.4000783
http://libraries.lau.edu.lb/research/laur/terms-of-use/articles.php
http://vibrationacoustics.asmedigitalcollection.asme.org/article.aspx?articleid=1471470
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author Issa, Jimmy
author2 Mukherjee, Ranjan
Shaw, Steven
author2_role author
author
author_facet Issa, Jimmy
Mukherjee, Ranjan
Shaw, Steven
author_role author
dc.creator.none.fl_str_mv Issa, Jimmy
Mukherjee, Ranjan
Shaw, Steven
dc.date.none.fl_str_mv 2010
2016-06-07T08:02:49Z
2016-06-07T08:02:49Z
2016-06-07
dc.identifier.none.fl_str_mv 1048-9002
http://hdl.handle.net/10725/3962
http://dx.doi.org/10.1115/1.4000783
Issa, J., Mukherjee, R., & Shaw, S. W. (2010). Vibration suppression in structures using cable actuators. Journal of Vibration and Acoustics, 132(3), 031006.
http://libraries.lau.edu.lb/research/laur/terms-of-use/articles.php
http://vibrationacoustics.asmedigitalcollection.asme.org/article.aspx?articleid=1471470
dc.language.none.fl_str_mv en
dc.relation.none.fl_str_mv Journal of Vibration and Acoustics
dc.rights.*.fl_str_mv info:eu-repo/semantics/openAccess
dc.title.none.fl_str_mv Vibration Suppression in Structures Using Cable Actuators
dc.type.none.fl_str_mv Article
info:eu-repo/semantics/publishedVersion
info:eu-repo/semantics/article
description We investigate the use of cable tension for active vibration control in frame structures. A general formulation for this class of systems is developed using finite elements, which includes the dynamics of the structure and the effects of cable-structure interactions. It is found that the cable tension has two distinct effects on the structure. The first is a parametric effect in which the cable tension changes the stiffness of the structure, and the second is a direct effect that provides an external force on the structure. Based on this model, a general control scheme is developed that uses cable actuation to take advantage of these effects, both separately and together. The control scheme for all cases is based on modal amplitudes, and it applies and releases tension in such a manner that vibration energy is removed from the modes of the structure over a prescribed frequency range that depends on the bandwidth(s) of the actuator(s). The stability of the controlled systems is proven using nonlinear control theory. In addition, a method is developed for determining the optimal placement of cables for parametric stiffness control, which is verified via simulations. Finally, an experimental realization of the direct force control is tested on a frame structure and compared with simulations, demonstrating its effectiveness.
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Issa, J., Mukherjee, R., & Shaw, S. W. (2010). Vibration suppression in structures using cable actuators. Journal of Vibration and Acoustics, 132(3), 031006.
language_invalid_str_mv en
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spelling Vibration Suppression in Structures Using Cable ActuatorsIssa, JimmyMukherjee, RanjanShaw, StevenWe investigate the use of cable tension for active vibration control in frame structures. A general formulation for this class of systems is developed using finite elements, which includes the dynamics of the structure and the effects of cable-structure interactions. It is found that the cable tension has two distinct effects on the structure. The first is a parametric effect in which the cable tension changes the stiffness of the structure, and the second is a direct effect that provides an external force on the structure. Based on this model, a general control scheme is developed that uses cable actuation to take advantage of these effects, both separately and together. The control scheme for all cases is based on modal amplitudes, and it applies and releases tension in such a manner that vibration energy is removed from the modes of the structure over a prescribed frequency range that depends on the bandwidth(s) of the actuator(s). The stability of the controlled systems is proven using nonlinear control theory. In addition, a method is developed for determining the optimal placement of cables for parametric stiffness control, which is verified via simulations. Finally, an experimental realization of the direct force control is tested on a frame structure and compared with simulations, demonstrating its effectiveness.PublishedN/A2016-06-07T08:02:49Z2016-06-07T08:02:49Z20102016-06-07Articleinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article1048-9002http://hdl.handle.net/10725/3962http://dx.doi.org/10.1115/1.4000783Issa, J., Mukherjee, R., & Shaw, S. W. (2010). Vibration suppression in structures using cable actuators. Journal of Vibration and Acoustics, 132(3), 031006.http://libraries.lau.edu.lb/research/laur/terms-of-use/articles.phphttp://vibrationacoustics.asmedigitalcollection.asme.org/article.aspx?articleid=1471470enJournal of Vibration and Acousticsinfo:eu-repo/semantics/openAccessoai:laur.lau.edu.lb:10725/39622021-03-19T10:03:20Z
spellingShingle Vibration Suppression in Structures Using Cable Actuators
Issa, Jimmy
status_str publishedVersion
title Vibration Suppression in Structures Using Cable Actuators
title_full Vibration Suppression in Structures Using Cable Actuators
title_fullStr Vibration Suppression in Structures Using Cable Actuators
title_full_unstemmed Vibration Suppression in Structures Using Cable Actuators
title_short Vibration Suppression in Structures Using Cable Actuators
title_sort Vibration Suppression in Structures Using Cable Actuators
url http://hdl.handle.net/10725/3962
http://dx.doi.org/10.1115/1.4000783
http://libraries.lau.edu.lb/research/laur/terms-of-use/articles.php
http://vibrationacoustics.asmedigitalcollection.asme.org/article.aspx?articleid=1471470