Research about Efficiency of Seismic Mitigation for the Dry Friction Plate-Spring Reverted System in High-Rise Building

Nan Ge; Hai Bin Chen; Jing Shi Hao

doi:10.4028/www.scientific.net/AMR.594-597.1745

Paper Titles

Study on Critical Shear Wave Velocity of Saturated Loess Foundation Soil Liquefaction under Different Seismic Magnitudes Action
p.1720

The Spatial Distribution Characteristics of Seismic Induced Geo-Hazards and Ground Damage Classification in Baisha River
p.1727

Isolated Structures Research and Comparative with Traditional Seismic Structures
p.1734

Seismic Evaluation and Strengthening on Teaching Building of Masonry Structure
p.1740

Research about Efficiency of Seismic Mitigation for the Dry Friction Plate-Spring Reverted System in High-Rise Building
p.1745

Research about Rolling Friction Pendulum Seismic Isolation System on Ellipse Track
p.1749

Earthquake and Underground Powerhouse: On the Aseismic Issues of Baihetan Underground Cavern Complex
p.1753

The Cable-Stayed Bridge with the T - Structure Collaborative System Bridge Seismic Response Analysis
p.1762

Seismic Performance on Reinforced Concrete Frame Joints of Open Set Corner Floor
p.1766

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Research about Efficiency of Seismic Mitigation...

Research about Efficiency of Seismic Mitigation for the Dry Friction Plate-Spring Reverted System in High-Rise Building

Abstract:

A theoretical analyzing approach about a novel tuned mass damper system, on high-rise building, was derived according to Lagrange Equation. The solution was programmed with MTALAB software based on the Longe-Kuta method. Computation results show that the displacement, the velocity, and the moment of the highest point were significantly decreased with this system. The system will exhibit the best efficiency with he slip friction factor being 0.01, the spring coefficient 10000KN/m,the damping coefficient 100000 KN/m s and the tuned mass 1.0 times of the mass of per length of the structure.

You might also be interested in these eBooks

Advances in Industrial and Civil Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

1745-1748

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.1745

Citation:

Cite this paper

Online since:

November 2012

Authors:

Nan Ge, Hai Bin Chen, Jing Shi Hao

Keywords:

Lagrange Equation, Longe-Kuta Method, Moment, TMD Damper

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] ZHOU Fulin, in: Seismic Control and mitigation of Engineering Structures, Seismological Press, Beijing(1997).

Google Scholar

[2] Sladek J R, Klinger R E. J.Struct. Div, , Vol.109(1983), p.(2004)

Google Scholar

[3] J.P.T. Yao. Journal of Structure Division, ASCE Vol. 98(1972), p.1567

Google Scholar

[4] Pan Cunqin,in: Analysis and experiment research about dynamic characteristic of FPS-TMD, Huazhong University of Science and Technology, Wuhan(2006)

Google Scholar

[5] WANG Yuan-hao, SHEN Xiao-pu, WANG Jianguo,Journal of Hefei University of Technology(Natural Science),Vol. 29(2006),p.334

Google Scholar

[6] LIU Jingbo, DU Xiuli, in: Dynamics of Structure, China Machine Press, Beijing (2005)

Google Scholar

[7] GE Nan, SU Youpo, WANG Xingguo. Earthquake Resistant Engineering and Retrofitting,Vol. 32(2010), p.20

Google Scholar

[8] Li Qingyang, Wang Cahoneng, Yi dayi. in: Numerical Analysis, Tsinghua University Press, Beijing(2008)

Google Scholar

[9] SUN Xiang, XU Liumei, WU Qing, in: MATLAB Basic Course, Tsinghua University Press, Beijing(2005)

Google Scholar

[10] Satish Naga rajaiah,Ertan Sonmez. Journal of Structural Engineering,Vol.133(2007), p.67

Google Scholar