Analysis on Buckling Restrained Brace Used for a Steel Structure Damping

Peng Wang

doi:10.4028/www.scientific.net/AMM.160.245

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 160Analysis on Buckling Restrained Brace Used for a...

Analysis on Buckling Restrained Brace Used for a Steel Structure Damping

Abstract:

SAP2000 was established in a high-rise steel structure buildings numerical analysis model, through the added a full steel support and common support the buckling and structure under earthquake effect of dynamic response analysis, the key research and support for the structure seismic buckling influence on the performance of the, the analysis results show that add fortify buckling support the energy dissipation structure performance than pure frame structure and common support-frame structure.Introduction.

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Periodical:

Applied Mechanics and Materials (Volume 160)

Pages:

245-249

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.160.245

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Online since:

March 2012

Authors:

Peng Wang

Keywords:

Buckling Support, Energy Consumption (EC), Frame Structure, Shock Absorption

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References

[1] YanlinGuo, LeixinJiang. Double moment rib constraint fabricated the buckling introduces the design method of support. Building science and engineering, 2010, (2) : 67-82.

Google Scholar

[2] Yanlin Guo, Xiao'anWang, LeixinJiang. Steel combination fabricated the buckling performance and design method support. Structure engineers, 2010, (6) : 164-176.

Google Scholar

[3] LeixinJiang, YanlinGuo. Buckling delay type enhance the design method of components. Building science and engineering, 2010, (2) : 75-82.

Google Scholar

[4] Ying Zhao, YanlinGuo. Prevent buckling support framework design method research. Building structures, 2010, 12 (1) : 38-85.

Google Scholar

[5] JiangXie, Liang Zhao. With buckling support of structural system of the double constraint seismic performance. Shenyang construction university (natural science edition) journal, 2008, (2) : 221-225.

Google Scholar

[6] Xie Qiang. State of the art of buckling-restrained braces in Asia. Journal of Constructional Steel Research, 2005: 727-748.

DOI: 10.1016/j.jcsr.2004.11.005

Google Scholar

[7] GuMingWang, Zhongdaozheng'ai, YeLiu. Buckling constraints of the support system application and research progress (I). Construction steel structure progress, 2005, (1) : 1-12.

Google Scholar

[8] KequanCai, ChongxingWeng. Double steel tube type QuShu amid the system can support away the seismic behavior and application research. Taiwan earthquake engineering research center, university research report, 2002, CEER R91-93.

Google Scholar