Analytical modeling of viscoelastic dampers for structural and vibration control

By S. W. Park. 2001

265 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/c228fab7af24bf7438340c5edd3abde9997d06a2

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Liqun Chen
2. Xiaodong Yang
3. Hu Ding

Citations in the corpus

• Identification of the parameters of the Kelvin-Voigt and the Maxwell fractional models, used to modeling of viscoelastic dampers (2010, unknown): “It has been proved in [4,15] that the fractional derivative models can better capture the frequency dependent properties of VE dampers.”
• Spline collocation methods for seismic analysis of multiple degree of freedom systems with visco-elastic dampers using fractional models (2020, background): “Nowadays, reliable and resilient VE materials are available, and the temperature independence of VE materials make them more interesting (Ahmadian et al., 2017; Escobedo and Ricles, 1998; Gupta and Mutsuyoshi, 1996; Kumar et al., 2016; Park, 2001).”
• Steady-state response of axially moving viscoelastic beams with pulsating speed: comparison of two nonlinear models (2005, background): “Viscoelascity is an effective approach to model the damping mechanism (Park, 2001).”