Viscoelastic coupling dampers (VCDs) for enhanced wind and seismic performance of high-rise buildings
Author:
Affiliation:
1. Department of Civil Engineering; University of Toronto; 35 St. George Street Toronto M5S 1A4 ON Canada
2. Kinetica; 203 College St., Suite 301A Toronto M5T 1P9 ON Canada
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2321/fullpdf
Reference31 articles.
1. Council of Tall Buildings and Urban Habitat Recommendations for the seismic design of high-rise buildings CTBUH 2008
2. Intrinsic and supplementary damping in tall buildings;Smith;Proceedings of the Institution of Civil Engineering Structures and Buildings,2010
3. Wind effects on the world's tallest reinforced concrete building;Li;Proceedings of the Institution of Civil Engineers, Structures and Buildings,2010
4. Field measurements of amplitude dependent damping in a 79 storey building and its effects on the structural dynamic responses;Li;The Structural Design of Tall Buildings,2002
5. The effect of amplitude-dependent damping on wind-induced vibrations of a super tall building;Li;Journal of Wind Engineering and Industrial Aerodynamics,2003
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