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Cellular U-Shaped Steel Combination Column Seismic Performance Analysis

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Abstract

In this paper, a new form of structural design of the combination column—Cellular U-shaped steel combination column, as vertical force components applied to steel structure buildings. By changing the diameter size of honeycomb holes, the thickness of U-shaped steel and embellished plates, and the steel strength, the seismic properties of this new combination steel column are studied by using ABAQUS finite element software. Results the setting of honeycomb hole is reduced by part, the delay of the test piece and its energy consumption capacity are improved to varying degrees, the stiffness degradation rate is improved, and the setting of honeycomb steel plays a certain role in the seismic performance of the steel column. The experiment is used as a reference, and the destruction form and carrying capacity are compared, so that the numerical model has some credibility. Results the strength and stiffness of the cell U-shaped steel grid composition column are analyzed to meet the standards, the seismic performance is good, and can be applied to engineering practice.

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The datasets used or analysed during the current study are available from the corresponding author on reasonable request.

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References

  • Arun, M. (2020) An experimental study on composite column using different types of steel tubes. Materials Today: Proceedings. https://doi.org/10.1016/j.matpr.2020.11.300

  • Ban, H.Y. (2012). Research on overall stability and design method of high strength steel axial compression component. Tsinghua University

  • Cao, T. J., Shan, L., & Xiao, Y. (2020). Numerical studies on full-scale steel columns under complex seismic loading. Journal of Constructional Steel Research, 172. https://doi.org/10.1016/j.jcsr.2020.106227

  • Chen, Y. Y., Zhou, F., & Chen, C. (2002). Hysteretic behavior of H-shaped steel column with wide legs and thin belly. World Earthquake Engineering, 04, 23–29. (in Chinese).

    Google Scholar 

  • Divya, R., & Murali, K. (2021).Comparative study on design of steel structures and RCC frame structures based on column span. Materials Today: Proceedings, pp 2214–7853. https://doi.org/10.1016/j.matpr.2021.04.391.

  • Foraboschi, P. (2016). Versatility of steel in correcting construction deficiencies and in seismic retrofitting of RC buildings. Journal of Building Engineering, 8, 107–122. https://doi.org/10.1016/j.jobe.2016.10.003

    Article  Google Scholar 

  • Foraboschi, P. (2019). Lateral load-carrying capacity of steel columns with fixed-roller end supports. Journal of Building Engineering, 26, 2352–7102. https://doi.org/10.1016/j.jobe.2019.100879

    Article  Google Scholar 

  • Foraboschi, P. (2020). Predictive formulation for the ultimate combinations of axial force and bending moment attainable by steel members. International Journal of Steel Structures, 20, 705–724. https://doi.org/10.1007/s13296-020-00316-6

    Article  Google Scholar 

  • Guo, J., He, Y. B., & Xiao, A. L. (2008). Journal of Central South University (Science and Technology), (01):196–201 (in Chinese)

  • Ji, J., Xu, Z. C., Jiang, L.Q., Yuan, C.Q., Zhang, Y.F., Zhou, L.J., & Zhang, S.L. (2018). Nonlinear buckling analysis of H-type honeycombed composite column with rectangular concrete-filled steel tube flanges. International Journal of Steel Structures, 18(4). https://doi.org/10.1007/s13296-018-0084-0

  • JGJ 99-1998 (2009) Technical code for steel structure of tall civil buildings. 2009

  • JGJ/T 101-2015. (2015). Code for seismic test of buildings (p. 2015). China Building and Building Press.

  • Li, G. Q., Wang, Y.B., Chen, S.W., & Cui, W. (2013). Finite element analysis of hysteretic performance of Q460C high strength steel column. Journal of Building Structures, 34(03):87–92. https://doi.org/10.14006/j.jzjgxb.2013.03.008

  • Lu, Q. Q., Zhao, C., & Li, Y. F. (2021) Science Technology and Engineering, 21(15):6408–6415. (in Chinese)

  • Srinivasan, C. (2020). Design of marine risers with functionally graded materials. Woodhead Publishing, Elsevier, pp. 200, ISBN: 978-0128235379.

  • Srinivasan, C. (2017). Dynamic analysis and design of ocean structures. Springer, 2nd Ed., Singapore. ISBN: 978-981-10-6088-5

  • Srinivasan, C. (2019). Advanced steel design of structures. CRC Press.

    Google Scholar 

  • Srinivasan, C., & Gaurav, S. (2017). Design aids for offshore structures under special environmental loads including fire resistance. Springer.

    Google Scholar 

  • Srinivasan, C., & Pachaiappan. (2020). Numerical analysis and preliminary design of topside of an offshore platform using FGM and X52 Steel under Special Loads. Journal of Innovative Infrastructure Solutions. https://doi.org/10.1007/s41062-020-00337-4

    Article  Google Scholar 

  • Srinivasan, C., & Nagavinothini, R. (2020). Offshore compliant platforms: Analysis, design and experimental studies. Wiley.

    Google Scholar 

  • Srinivasan C., Hari, S. & Murugaiyan, A. (2020). Wire arc additive manufacturing of functionally graded material for marine risers. Journal of Material Sciences and Engineering. A, 792–139530.

  • Xu, S.H., Wang, H., & Xue, N. (2016). Degradation Law of Bearing Performance of Eccentric Compressed Steel Columns of Corroded Steel. Journal of Harbin Institute of Technology, 48(6), 157–163+169. (in Chinese)

  • Yang, L. (2020). Finite element analysis of sears bearing capacity of steel column foot. Mechanical and Electrical Information, (35):99–100. https://doi.org/10.19514/j.cnki.cn32-1628/tm.2020.35.054

  • Zhang, W (2014). Study on seismic performance and global stability calculation method of honeycomb light steel portal column. Guangxi University, 2014. (in Chinese)

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Funding

Thanks to Shandong University of Science and Technology and Shandong Key Laboratory of Civil Engineering Disaster Prevention and Mitigation for their help. Thanks to the Shandong Science and Technology Development Project (2013YD02043) for their support.

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Authors and Affiliations

  1. Shandong Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, 266590, China

    Yunfeng Li, Cheng Zhao & Qianqian Lu

  2. College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, 266590, China

    Yunfeng Li, Cheng Zhao & Qianqian Lu

Authors
  1. Yunfeng Li
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  2. Cheng Zhao
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  3. Qianqian Lu
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Correspondence to Cheng Zhao.

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Li, Y., Zhao, C. & Lu, Q. Cellular U-Shaped Steel Combination Column Seismic Performance Analysis. Int J Steel Struct 21, 1662–1670 (2021). https://doi.org/10.1007/s13296-021-00526-6

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