Linear and non-linear theoretical and numerical analysis of ultimate response of overhead line conductors is treated in present paper. Interactive linear and non-linear conditions in ultimate response are considered. Numerical solution of non-linear problems appearing is made using the updated Lagra
Tuned vibration control of slender structures
β Scribed by Alexander Tesar
- Publisher
- John Wiley and Sons
- Year
- 1999
- Tongue
- English
- Weight
- 172 KB
- Volume
- 45
- Category
- Article
- ISSN
- 0029-5981
No coin nor oath required. For personal study only.
β¦ Synopsis
In many cases slender structures are lightly damped, a condition described as &lively', and can undergo large vibrations when subjected to tra$c or environmental forcing. One measure against above vibrations is the application of tuned vibration control facilities in structures. The "bre members with variable prestressing forces and tuning facilities are adopted for the purpose of tuned vibration control of structures below. Theoretical backgrounds of present approaches as well as numerical and experimental studies of tuned vibration control problems in slender structures of guyed masts are submitted below.
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