A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Vibration Control of High-Rise Building Installed with Viscoelastic Wall Damper Subjected to Wind Excitation
Viscoelastic dampers are usually used to mitigate vibration of high-rise buildings when subjected to seismic and wind excitations. In this paper, viscoelastic-wall damper, which could be installed at the shear-wall location of high-rise buildings, is proposed to improve the building’s energy disspation ability. Based on the proposed Kelvin mathematical model of the viscoelastic-wall damper and a 36-floor frame-shear wall high-rise building prototype model, two finite element models of the structure with and without the viscoelastic-wall dampers are created using the finite element software ABAQUS. Auto-regressive model is used to simulate the random wind dynamic loads. The wind-induced vibration performance was numerically analyzed on the high-rise building with and without viscoelastic-wall dampers. The numerical analysis results indicate that the wind-induced response of the high-rise building could be mitigated effectively when equipped with viscoelastic-wall dampers. The control efficacy of acceleration is more effective than that of structural deformation.
Vibration Control of High-Rise Building Installed with Viscoelastic Wall Damper Subjected to Wind Excitation
Viscoelastic dampers are usually used to mitigate vibration of high-rise buildings when subjected to seismic and wind excitations. In this paper, viscoelastic-wall damper, which could be installed at the shear-wall location of high-rise buildings, is proposed to improve the building’s energy disspation ability. Based on the proposed Kelvin mathematical model of the viscoelastic-wall damper and a 36-floor frame-shear wall high-rise building prototype model, two finite element models of the structure with and without the viscoelastic-wall dampers are created using the finite element software ABAQUS. Auto-regressive model is used to simulate the random wind dynamic loads. The wind-induced vibration performance was numerically analyzed on the high-rise building with and without viscoelastic-wall dampers. The numerical analysis results indicate that the wind-induced response of the high-rise building could be mitigated effectively when equipped with viscoelastic-wall dampers. The control efficacy of acceleration is more effective than that of structural deformation.
Vibration Control of High-Rise Building Installed with Viscoelastic Wall Damper Subjected to Wind Excitation
Liu, M. (author) / Wang, Y. (author) / Liu, H. X. (author)
16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments ; 2018 ; Cleveland, Ohio
Earth and Space 2018 ; 1027-1033
2018-11-15
Conference paper
Electronic Resource
English
Active vibration control system installed in a high-rise building
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Building vibration isolation system with spring and viscoelastic damper
| British Library Conference Proceedings | 1996