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Arturo Lara López ; José Colín Venegas ; Jesús Razo-García ; Luz A. Aguilera-Cortés ;Ingeniería Mecánica. Tecnología y Desarrollo 2008, 2 6

Autor: Celia Navarro Canales

Fuente: http://www.redalyc.org/


Ingeniería Mecánica.
Tecnología y Desarrollo ISSN: 1665-7381 fjso@servidor.unam.mx Sociedad Mexicana de Ingeniería Mecánica México Navarro Canales, Celia; Lara López, Arturo; Colín Venegas, José; Razo-García, Jesús; AguileraCortés, Luz A. Optimal Design of Stockbridge Dampers Ingeniería Mecánica.
Tecnología y Desarrollo, vol.
2, núm.
6, marzo, 2008, pp.
193-199 Sociedad Mexicana de Ingeniería Mecánica Distrito Federal, México Available in: http:--www.redalyc.org-articulo.oa?id=76812731003 How to cite Complete issue More information about this article Journals homepage in redalyc.org Scientific Information System Network of Scientific Journals from Latin America, the Caribbean, Spain and Portugal Non-profit academic project, developed under the open access initiative INGENIERÍA MECÁNICA TECNOLOGÍA Y DESARROLLO Fecha de recepción: Fecha de aceptación: Vol.
2 No.
6 (2008) 193 - 199 25-10-07 10-01-08 Optimal Design of Stockbridge Dampers Celia Navarro Canales, Arturo Lara López, José Colín Venegas, Jesús Razo-García, and Luz A.
Aguilera-Cortés Faculty of Mechanical and Electrical Engineering University of Guanajuato Abstract Stockbridge dampers are devices extensively used to reduce vibration amplitude on electric lines due to wind, avoiding the risk of fatigue on the line.
Acceptable performance of dampers must be maintained for a wide range of excitation frequencies, which have a correspondence with the wind velocity.
In this paper a formal approach for optimizing Stockbridge dampers parameters is proposed.
In one case, optimal damper parameters are calculated for maximum vibration attenuation as the objective, and in a second case, such parameters are determined for a minimum cost of the damper materials as the goal.
In both cases, influences of dynamic parameters of dampers on the defined objective function are determined.
Dynamic response of a conductor strand with a damper attached is iteratively calculated by means of an o...

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