Vibration control of high-rise building installed with viscoelastic wall damper subjected to wind excitation

M. Liu; Y. Wang; H. X. Liu

doi:10.1061/9780784481899.096

Vibration control of high-rise building installed with viscoelastic wall damper subjected to wind excitation

M. Liu
, Y. Wang
, H. X. Liu

School of Civil Engineering, Harbin Institute of Technology
Henan Shenhuo Construction and Installation Engineering Limited Company

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

2 Scopus citations

Abstract

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.

Original language	English
Title of host publication	Earth and Space 2018
Subtitle of host publication	Engineering for Extreme Environments - Proceedings of the 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments
Editors	Ramesh B. Malla, Robert K. Goldberg, Alaina Dickason Roberts
Publisher	American Society of Civil Engineers (ASCE)
Pages	1027-1033
Number of pages	7
ISBN (Electronic)	9780784481899
DOIs	https://doi.org/10.1061/9780784481899.096
State	Published - 2018
Externally published	Yes
Event	16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments, Earth and Space 2018 - Cleveland, United States Duration: 9 Apr 2018 → 12 Apr 2018

Publication series

Name	Earth and Space 2018: Engineering for Extreme Environments - Proceedings of the 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments

Conference

Conference	16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments, Earth and Space 2018
Country/Territory	United States
City	Cleveland
Period	9/04/18 → 12/04/18

Access to Document

10.1061/9780784481899.096

Cite this

Liu, M., Wang, Y., & Liu, H. X. (2018). Vibration control of high-rise building installed with viscoelastic wall damper subjected to wind excitation. In R. B. Malla, R. K. Goldberg, & A. D. Roberts (Eds.), Earth and Space 2018: Engineering for Extreme Environments - Proceedings of the 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments (pp. 1027-1033). (Earth and Space 2018: Engineering for Extreme Environments - Proceedings of the 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments). American Society of Civil Engineers (ASCE). https://doi.org/10.1061/9780784481899.096

Liu, M. ; Wang, Y. ; Liu, H. X. / Vibration control of high-rise building installed with viscoelastic wall damper subjected to wind excitation. Earth and Space 2018: Engineering for Extreme Environments - Proceedings of the 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. editor / Ramesh B. Malla ; Robert K. Goldberg ; Alaina Dickason Roberts. American Society of Civil Engineers (ASCE), 2018. pp. 1027-1033 (Earth and Space 2018: Engineering for Extreme Environments - Proceedings of the 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments).

@inproceedings{580e69ebbc4c46909aee266156c64b0d,

title = "Vibration control of high-rise building installed with viscoelastic wall damper subjected to wind excitation",

abstract = "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.",

author = "M. Liu and Y. Wang and Liu, \{H. X.\}",

note = "Publisher Copyright: {\textcopyright} 2018 American Society of Civil Engineers.; 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments, Earth and Space 2018 ; Conference date: 09-04-2018 Through 12-04-2018",

year = "2018",

doi = "10.1061/9780784481899.096",

language = "英语",

series = "Earth and Space 2018: Engineering for Extreme Environments - Proceedings of the 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments",

publisher = "American Society of Civil Engineers (ASCE)",

pages = "1027--1033",

editor = "Malla, \{Ramesh B.\} and Goldberg, \{Robert K.\} and Roberts, \{Alaina Dickason\}",

booktitle = "Earth and Space 2018",

address = "美国",

}

Liu, M , Wang, Y & Liu, HX 2018, Vibration control of high-rise building installed with viscoelastic wall damper subjected to wind excitation. in RB Malla, RK Goldberg & AD Roberts (eds), Earth and Space 2018: Engineering for Extreme Environments - Proceedings of the 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. Earth and Space 2018: Engineering for Extreme Environments - Proceedings of the 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments, American Society of Civil Engineers (ASCE), pp. 1027-1033, 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments, Earth and Space 2018, Cleveland, United States, 9/04/18. https://doi.org/10.1061/9780784481899.096

Vibration control of high-rise building installed with viscoelastic wall damper subjected to wind excitation. / Liu, M.; Wang, Y.; Liu, H. X.
Earth and Space 2018: Engineering for Extreme Environments - Proceedings of the 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. ed. / Ramesh B. Malla; Robert K. Goldberg; Alaina Dickason Roberts. American Society of Civil Engineers (ASCE), 2018. p. 1027-1033 (Earth and Space 2018: Engineering for Extreme Environments - Proceedings of the 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - Vibration control of high-rise building installed with viscoelastic wall damper subjected to wind excitation

AU - Liu, M.

AU - Wang, Y.

AU - Liu, H. X.

PY - 2018

Y1 - 2018

N2 - 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.

AB - 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.

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DO - 10.1061/9780784481899.096

M3 - 会议稿件

AN - SCOPUS:85091459301

T3 - Earth and Space 2018: Engineering for Extreme Environments - Proceedings of the 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments

SP - 1027

EP - 1033

BT - Earth and Space 2018

A2 - Malla, Ramesh B.

A2 - Goldberg, Robert K.

A2 - Roberts, Alaina Dickason

PB - American Society of Civil Engineers (ASCE)

T2 - 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments, Earth and Space 2018

Y2 - 9 April 2018 through 12 April 2018

ER -

Liu M , Wang Y, Liu HX. Vibration control of high-rise building installed with viscoelastic wall damper subjected to wind excitation. In Malla RB, Goldberg RK, Roberts AD, editors, Earth and Space 2018: Engineering for Extreme Environments - Proceedings of the 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. American Society of Civil Engineers (ASCE). 2018. p. 1027-1033. (Earth and Space 2018: Engineering for Extreme Environments - Proceedings of the 16th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments). doi: 10.1061/9780784481899.096

Vibration control of high-rise building installed with viscoelastic wall damper subjected to wind excitation

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