A platform for research: civil engineering, architecture and urbanism
Abstract The response of tall buildings to naturally occurring forces is fundamentally affected by the way in which the energy input is dissipated by the structure. In choosing the mathematical convenience of a viscous damping coefficient, early workers and researchers solved their immediate problems, but bequeathed a legacy of confusion to modern-day researchers and designers who require a more precise understanding of the process involved. This confusion is caused by the fact that (1) no physical mechanism for viscous damping in structures can be identified; and, more importantly, that (2) the damping process is in any case nonlinear.
Abstract The response of tall buildings to naturally occurring forces is fundamentally affected by the way in which the energy input is dissipated by the structure. In choosing the mathematical convenience of a viscous damping coefficient, early workers and researchers solved their immediate problems, but bequeathed a legacy of confusion to modern-day researchers and designers who require a more precise understanding of the process involved. This confusion is caused by the fact that (1) no physical mechanism for viscous damping in structures can be identified; and, more importantly, that (2) the damping process is in any case nonlinear.
Damping in Tall Buildings
Jeary, Alan P. (author)
Second Century of the Skyscraper ; 779-788
1988-01-01
10 pages
Article/Chapter (Book)
Electronic Resource
English
Integrated Damping Systems for Tall Buildings
ASCE | 2015
|Empirical aerodynamic damping function for tall buildings
British Library Conference Proceedings | 1997
|Empirical Aerodynamic Damping Function for Tall Buildings
British Library Conference Proceedings | 1994
|Increasing Efficiency in Tall Buildings by Damping
British Library Conference Proceedings | 2010
|Damping in Tall Buildings-Uncertainties and Solutions
British Library Conference Proceedings | 2008
|