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Vibration control of various types of buildings using TLCD
The effectiveness of the TLCD in reducing the along-wind response of tall buildings is investigated. Variety of buildings with different mass-stiffness distributions (e.g. uniform, linear, abrupt variation) modeled as shear wall and rigid frame systems are studied. A continuum formulation is adopted, which provides response statistics along the entire height of the structure. The performance of the TLCD is discussed with respect to the mode shapes of buildings. A numerical example, illustrating that a second damper could greatly improve the overall response of certain type of buildings is also presented.
Vibration control of various types of buildings using TLCD
The effectiveness of the TLCD in reducing the along-wind response of tall buildings is investigated. Variety of buildings with different mass-stiffness distributions (e.g. uniform, linear, abrupt variation) modeled as shear wall and rigid frame systems are studied. A continuum formulation is adopted, which provides response statistics along the entire height of the structure. The performance of the TLCD is discussed with respect to the mode shapes of buildings. A numerical example, illustrating that a second damper could greatly improve the overall response of certain type of buildings is also presented.
Vibration control of various types of buildings using TLCD
Balendra, T. (author) / Wang, C.M. (author) / Rakesh, G. (author)
1999
12 Seiten, 10 Quellen
Conference paper
English
Vibration control of various types of buildings using TLCD
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