Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Kyle D. Grupenhof"'
Publikováno v:
Structural Control and Health Monitoring. 19:723-745
SUMMARY In the proposed work, numerical simulations are conducted to investigate scissor-jack dampers for controlling vibrations in a seismically excited flexible truss tower. For the scissor-jack damper, new equations are developed to model the ampl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ae5fc4c0bb36add62c6978f5732d308b
https://doi.org/10.1002/stc.465
https://doi.org/10.1002/stc.465
Publikováno v:
SPIE Proceedings.
Many variable stiffness and damping devices have been proposed to mitigate the unwanted effects of vibrations. Although the stiffness or damping of these devices may be varied in real-time, many are limited in range and speed. The objective of this s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d17eb9ad8f903e91e17e22e63fb5272
https://doi.org/10.1117/12.914847
https://doi.org/10.1117/12.914847
Publikováno v:
Active and Passive Smart Structures and Integrated Systems 2010.
In the present work, numerical simulations are carried out to investigate a passive amplified structural damping system, the scissor-jack damper, for controlling vibrations in a seismically-excited truss tower. To reduce computational effort, a bi-mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a823f410b191173848b71cb72992d41a
https://doi.org/10.1117/12.849137
https://doi.org/10.1117/12.849137