Study on Seismic Behavior of T-Shaped Concrete-Filled Steel Tube Compound Column under Different Axial Compression Ratios

Ya Feng Xu; Jian Song; Peng Ju Sun

doi:10.4028/www.scientific.net/AMR.368-373.1539

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Study on Seismic Behavior of T-Shaped...

Study on Seismic Behavior of T-Shaped Concrete-Filled Steel Tube Compound Column under Different Axial Compression Ratios

Abstract:

In this paper, the large-scale finite element software ABAQUS is used to study seismic behavior of T-shaped concrete-filled steel tube compound columns with different axial compression ratios. We determine the appropriate type of unit, measure off rational mesh, choose rational algorithm, through this simulation analysis. And we can get the hysteresis curves and skeleton curves of the columns with dies and management. The destruction and the deformation pattern of the whole columns can be seen different axial compression rations. The results show that the difference of axial compression rations has great impact on seismic behavior of T-shaped concrete-filled steel tube compound column.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

1539-1542

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.1539

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Online since:

October 2011

Authors:

Ya Feng Xu, Jian Song, Peng Ju Sun

Keywords:

Axial Compression Ration, Finite Element Analysis (FEA), Seismic Behavior, T-Shaped Concrete-Filled Steel Tube Compound Column

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References

[1] Xin Wang, Yafeng Xu: Finite Element Analysis on Two-way Bias Cross-shaped Concrete-filled Steel Tube Core Column [D] The 10th Modern Structural Engineering Conference. (2009), pp.1412-1417, In Chinese.

Google Scholar

[2] Jinfeng Cao, Yiping Shi: ABAQUS finite element analysis FAQ[M], Beijing, Mechanical industry press, 1979, In Chinese.

Google Scholar

[3] Zhan Liu: Basic Course With Example Explanation About ABAQUS [M], China water conservancy and hydropower press，2008, pp.125-129, In Chinese.

Google Scholar

[4] Jicheng Zhang and Hailin Lu: Journal of Yangtze University (Nat Sci Edit) Sci & Eng V, Vol.4 No.4(2007), pp.125-128, In Chinese.

Google Scholar

[5] Bolong Zhu, Structural Anti-seismic Test, The earthquake publishing, (1989), In Chinese

Google Scholar