Study on Seismic Performance of Unsymmetrical K-Type Friction Energy Dissipation Brace

Yi Xiang Xu; Wen Pan; Sheng Lan Zhu

doi:10.4028/www.scientific.net/AMM.353-356.1879

Paper Titles

Simulation of the Seismic Response of Two Different Thick Deposition Layers with Hybrid PSM/FDM Method
p.1858

Research on Seismic Response Estimation of Reinforced Concrete Pier under Pulse-Type Near-Fault Ground Motion
p.1867

Shallow Hidden Cave Seismic Wavefield Numerical Simulation Based on Gaussian Beam Method
p.1871

Performance-Based Seismic Design Research of a Super High-Rise Building
p.1875

Study on Seismic Performance of Unsymmetrical K-Type Friction Energy Dissipation Brace
p.1879

Experimental Research on the Seismic Behavior of Enclosing Masonry Walls Simulated the Structure of an Ancient Masonry Pagoda Strengthened with Steel Straps
p.1885

The Preliminary Analysis on Tower Crane by Earthquake Effect
p.1892

Experimental Research on Seismic Response of Heat-Insulating Perforated Brick Full-Scale Walls with Openings
p.1896

Analysis for Seismic Responses of Continuous Girder Bridge under Strong Near-Fault Earthquake Level
p.1901

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Study on Seismic Performance of Unsymmetrical...

Study on Seismic Performance of Unsymmetrical K-Type Friction Energy Dissipation Brace

Abstract:

The multi-storey reinforced concrete frame structure whose frame has been added with a kind of unsymmetrical K-type friction energy dissipation brace is taken as an example in this article. The time history analysis of different angles of unsymmetrical K-type friction energy dissipation brace and symmetrical K-type friction energy dissipation brace under the rare earthquake has been done by using the finite element software SAP2000. The analysis and comparison on the seismic performance shows that symmetrical K-type friction energy dissipation brace under certain conditions. Plan layout could be more flexible by using the result obtained which could become a reference for design in days to come.

You might also be interested in these eBooks

Advances in Civil and Industrial Engineering

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

1879-1882

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.1879

Citation:

Cite this paper

Online since:

August 2013

Authors:

Yi Xiang Xu*, Wen Pan, Sheng Lan Zhu

Keywords:

Frame Structure, Friction Energy Dissipation Brace, Time History Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Zhao Huang: Discussion on Seismic Performance of Reinforced Concrete Frame Structure. Journal of Shanxi Architecture, 2009(01).

Google Scholar

[2] Y. Zhou, T. Xu, G.H. Yu, et al: New Progress on Research and Application of Energy Dissipation Technology. Journal of Earthquake Engineering and Engineering Vibration, 1992, 19(2).

Google Scholar

[3] C.B. Wang: Study on Seismic Performance of Frame with Friction Energy Dissipation. Degree of Xi'an University of Architecture and Technology, 2006. 06.

Google Scholar

[4] Marioni A., Silvestri A., Ubaldini M., Development and application of innovative energy dissipation systems in the EC countries-part 2: electro-inductive energy dissipation and active control of seismic vibration of structures, Taormina, Ittaly, August 25-27, (1997).

Google Scholar

[5] GB 50011-2010: Code for Seismic Design of Buildings. China Building Industry Press, (2010).

Google Scholar