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- W2317660580 abstract "Most current modeling methods for damping assume global linear viscous damping, even when nonlinear behavior is present in the structural system. While this analysis is simple, the results do not accurately model the damping behavior, in particular for yielding or damaged members, nonstructural components and connections. This work presents two methods for modeling damping that can account for the nonlinearity of damping behavior across the system. In the first method, the evolutionary approach, damping is added to each individual element through rotational dampers attached by a rigid-link ghost element. The second method, the instantaneous viscous damping approach, assumes that damping at any time is dependent on stresses the system. Both these methods allow for calculation of damping based on the changing displaced shape and behavior of the element and can be modeled at every location in the structure. Although these methods increase computational demands for the analysis of damping, the results provide realistic behavior not seen in global linear viscous damping models. Finally a modification to the Newmark time integration method is presented to specifically handle the analysis of systems in which the only nonlinearity is associated with damping." @default.
- W2317660580 created "2016-06-24" @default.
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- W2317660580 date "2010-05-18" @default.
- W2317660580 modified "2023-10-16" @default.
- W2317660580 title "New Concepts in Modeling Damping in Structures" @default.
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- W2317660580 doi "https://doi.org/10.1061/41131(370)3" @default.
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