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Control of wind-induced vibration of long-span bridges and tall buildings

โœ Scribed by Gu, Ming


Publisher
Higher Education Press and Springer
Year
2007
Tongue
English
Weight
733 KB
Volume
1
Category
Article
ISSN
1673-7407

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Unified dynamic absorber design formulas
โœ Chang, C. C. ;Qu, W. L. ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 494 KB

The objective of this paper is to establish some unified design formulas for various kinds of passive dynamic absorber for wind-induced vibration control of tall buildings. A total of five different passive dynamic absorbers (TMD, TLCD, LCVA, C-TLD and R-TLD) are considered in this study. Firstly, u