Seismic Performance Analysis of Steel Frame with Wedge Devices Based on the Energy Dissipation

Jin Song Lei; Wen Xia Luo; Jia Long Jiang; Wen Zhang

doi:10.4028/www.scientific.net/AMM.580-583.1624

Paper Titles

Research of Soil Layers Amplification Effect Based on Strong Seismic Records and Calculations
p.1604

Research on Performance-Based Seismic Levels of Nonstructural Components
p.1609

Research on Seismic Damage of Buildings in the Beichuan Earthquake
p.1613

Seismic Analysis of 5-Span High-Speed Railway Continuous Girder Bridge
p.1618

Seismic Performance Analysis of Steel Frame with Wedge Devices Based on the Energy Dissipation
p.1624

Seismic Performance Analysis on Single-Storey Masonry House with Sliding Damping Technology
p.1629

Seismic Reduction and Control Analysis of Hybrid Structure with Viscous Dampers under Strong Earthquake
p.1633

Simplified Dispersion Curves of Earthquake Love Wave for Rotational Seismic Motion Estimation
p.1639

Study on Seismic Behavior of Self-Centering Precast Frame
p.1645

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Seismic Performance Analysis of Steel Frame with...

Seismic Performance Analysis of Steel Frame with Wedge Devices Based on the Energy Dissipation

Abstract:

The steel frame with wedge devices is a kind of shock structure based on the node energy consumption. The seismic performances of steel frame with wedge and ordinary steel frame model under low cycle reciprocating load simulation analysis and time history analysis under earthquake loads are analyzed by using finite element software, compared the respective energy dissipation performance and seismic performance, the results show that the wedge spring damping device can effectively control story drifts of structure, reduce the seismic response of structure, and well consume the seismic energy, so the structure of the new column bases with wedge spring devices show better seismic performance.

You might also be interested in these eBooks

Advances in Civil and Industrial Engineering IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

1624-1628

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.1624

Citation:

Cite this paper

Online since:

July 2014

Authors:

Jin Song Lei*, Wen Xia Luo, Jia Long Jiang, Wen Zhang

Keywords:

Energy Dissipation, Low Cyclic Load, Steel Frame, Time History Analysis, Wedge Devices

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Fulin Zhou: Vibration Control of Engineering Structure (Seismological Press, China 1997).

Google Scholar

[2] Code for Seismic Design of Buildings (China Building Industry Press, China 2001).

Google Scholar

[3] Takao Takamatsu: J. Non-slip-type Restoring Force Characteristics of an Exposed-type Column Base. Journal of Constructional Steel Research. Vol. 61 (2005), pp.942-961.

DOI: 10.1016/j.jcsr.2005.01.003

Google Scholar

[4] QiaoLing Xian and Fulin Zhou: J. The Low Levels of Energy Dissipation Braced Frame Structure Weeks Reciprocating Load Test Simulation Analysis Method. Earthquake Engineering and Engineering Vibration, (2002) 22 (3). In Chinese.

Google Scholar

[5] Xiangzhen Li, Hailong Ou and Guoliang Cheng: J. The Friction Energy Dissipation Support Steel Frame Structure of the Elastic-plastic Seismic Response Time History Analysis. Earthquake Engineering and Engineering Vibration, (2002) 22 (3).

Google Scholar

[6] Hiroyuki Tamai and Takao Takamatsu: J. Cyclic Loading Tests on a Non-compression Brace Considering Performance-based Seismic Design. Journal of Constructional Steel Research. Vol. 61 (2005), pp.1301-1317.

DOI: 10.1016/j.jcsr.2005.01.009

Google Scholar