Vibration Energy Dissipation Analysis of a Shear Wall Structure

Jie Zheng; Ai Qun Li

doi:10.4028/www.scientific.net/AMR.671-674.1509

Paper Titles

Study on Seismic Behavior of Transformed-Connection Joint in Light Steel Adding Storey
p.1490

Study on Finite Element Method for Simulating Seismic Behavior of New All-Bolted Semi-Rigid Connection
p.1494

The Analysis of Influencing Factors for Seismic Performance of Load-Bearing Wall Using Light Artificial Block
p.1498

The Seismic Performance of High-Rise Structure with Different Conversion Layer Position
p.1505

Vibration Energy Dissipation Analysis of a Shear Wall Structure
p.1509

Vibration Table Test and Research on Seismic Performance of Reinforced Concrete Eccentric Frame - Shear Wall Structures
p.1514

Shaking Table Test on Seismic Pounding Response of Reinforced Concrete Bridge
p.1519

On the Application of Anti-Seismic & Waste-Recyclable Foamed Concrete Cast-in-Place Wall in Architecture
p.1524

Coupled Damage and Plasticity Modeling in Failure Analysis of Heated Concrete
p.1531

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Vibration Energy Dissipation Analysis of a Shear...

Vibration Energy Dissipation Analysis of a Shear Wall Structure

Abstract:

This paper studied on vibration energy dissipation analysis of a shear wall structure with viscous liquid dampers for reinforcement and reconstruction. Viscous liquid dampers and herringbone steel shotcrete were used for seismic control and the elastic-plastic time history analysis had been carried out. The results show that: the first layer shear force decreases. The minimal average damping rate of layer displacement in X direction is 4.68% and the maximum is 12.92%; the minimal average damping rate of layer displacement in Y direction is 6.47% and the maximum is 19.8%. So using viscous fluid dampers , the vibration response of the structure could be effectively reduced．

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

1509-1513

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.1509

Citation:

Cite this paper

Online since:

March 2013

Authors:

Jie Zheng, Ai Qun Li

Keywords:

Fluid Viscous Damper, Shear Wall Structure, Vibration Energy Dissipation

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Zhengqiang Ye, Aiqun Li, Youlin Xu. Fluid viscous damper technology and its engineering application for structural Vibration energy dissipation. Journal of Southeast University 2002, 32(3). (In Chinese)

Google Scholar

[2] Yao JT P. Concept of Structural Control. ASCE, Journal of Structural Division 1972,98(7).

Google Scholar

[3] Fulin Zhou. Vibration control of seismic isolation for engineering structure. Beijing: Seismology Press of China,1997.7-9,159-163.( In Chinese)

Google Scholar

[4] Zhengqiang Ye. Experimental study on dynamic behaviors of fluid viscous damper for structural vibration energy dissipation. Nanjing：College of Civil Engineering, Southeast University, 2000,27-34.( In Chinese)

Google Scholar

[5] National Standard of The People's Republic of China. GB 50011—2010 Code for Seismic Design of Buildings. Beijing: China Architecture and Building Press, 2010.

Google Scholar