Viscoelastic coupling dampers (VCDs) for enhanced wind and seismic performance of high-rise buildings

Author:

Christopoulos Constantin1,Montgomery Michael2

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

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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