Nonlinear Numerical Analysis of SRC Frame Middle Joints

Cheng Li; Yun Zou; Jie Kong; Zhi Wei Wan

doi:10.4028/www.scientific.net/AMM.376.231

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 376Nonlinear Numerical Analysis of SRC Frame Middle...

Nonlinear Numerical Analysis of SRC Frame Middle Joints

Abstract:

Nonlinear numerical analysis for the force performance of frame middle joint is processed in this paper with the finite element software of ABAQUS. Compared with experimental results, numerical analysis results are found to be reasonable. Then the influence of factors such as shaped steel ratio and axial-load ratio are contrastively analyzed. The results show that shaped steel ratio has a greater influence on the bearing capacity and hysteretic performance of the structure, but the axial-load ratio has less influence.

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Periodical:

Applied Mechanics and Materials (Volume 376)

Pages:

231-235

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.376.231

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Online since:

August 2013

Authors:

Cheng Li, Yun Zou, Jie Kong, Zhi Wei Wan

Keywords:

Finite Element Analysis (FEA), Hysteretic Performance, Middle Joint, Steel Reinforced Concrete

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References

[1] Houshuang Liang, Development and advantage of prefabricated buildings. China Building Materials Information, Vol. 6 (2011) 53-54.

Google Scholar

[2] Junqing Ma, Prefabricated construction review. Heilongjiang science and technology information, Vol. 12 (2009) 271.

Google Scholar

[3] Jiuru Tang, Xuehong Chen, Behaviour and Calculation of Shear Capacity of Steel Reinforced Concrete Beam-Column Joint. Journal of building structures, Vol. 11 (1990) 28-36.

Google Scholar

[4] Qiyun Zhu, Zixiong Guo, Nonlinear Finite Element Analysis of SRC Column-RC Beam Hybrid Joints, Journal of Huaqiao University(Natural Science), Vol. 31 (2010) 453-457.

Google Scholar

[5] Zixiong Guo, A Multi-Component Joints Model for Analyzing the Nonlinear Response of SRC Composite Structures, Journal of Huaqiao University(Natural Science), Vol. 30 (2009) 309-314.

Google Scholar