American Journal of Civil Engineering

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Structural Performances of Steel Reinforced Concrete Special Shaped Column-Beam Joints Under Bidirectional Low-Cyclic Reversed Loading

Received: 24 December 2016    Accepted:     Published: 28 December 2016
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Abstract

Steel reinforced concrete special-shaped column is a new structural form. It has all priorities of steel reinforced structure and special-shaped column structure. Bearing capacity and ductility of this new structure are very good. It also has very excellent applicable quality and pleasing to the eye. But there are still few experimental and research results relevant to this new structure. The design of steel reinforced concrete special-shaped column joints is a most important problem that must be solved to ensure that this new structural could be widely used in the future. This research focuses the attention on the seismic behavior of this kind of joints, and adopts the new joint design style. The pseudo-static test is carried out on joint specimens. Hysteresis loop of all the specimens have been drawn. The energy dissipating capacities are evaluated. Based on the results of experimental research, the behavior of high resistant capacity, excellent ductility and reliability of the joint design method have been manifested. Taking into account all these facts, this article also put forward practical design suggestions on this structure.

DOI 10.11648/j.ajce.20170501.13
Published in American Journal of Civil Engineering (Volume 5, Issue 1, January 2017)
Page(s) 16-20
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Steel Reinforced Concrete (SRC) T-shaped Column, Joint, Seismic Behavior, Low-Cyclic Reversed Loading

References
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[3] Xiang P, Deng ZH, Su YS, Wang HP, Wan YF. Experimental investigation on joints between steel reinforced concrete T-shaped column and reinforced concrete beam under bidirectional low-cyclic reversed loading. Advances in Structural Engineering. 2016; DOI: 10.1177/1369433216653841:.
[4] Wu YF, Jiang C. Quantification of Bond-Slip Relationship for Externally Bonded FRP-to-Concrete Joints. Journal of Composites for Construction. 2013; 17: 673-86.
[5] Liu K, Wu YF. Analytical identification of bond-slip relationship of EB-FRP joints. Composites Part B-engineering. 2012; 43: 1955-63.
[6] Yun YC, Wu YF. Durability of CFRP-concrete joints under freeze-thaw cycling. Cold Regions Science And Technology. 2011; 65: 401-12.
[7] Zhou YW, Wu YF, Yun Y. Analytical modeling of the bond-slip relationship at FRP-concrete interfaces for adhesively-bonded joints. Composites Part B-engineering. 2010; 41: 423-33.
[8] Wu YF, Wei YY. Effect of cross-sectional aspect ratio on the strength of CFRP-confined rectangular concrete columns. Engineering Structures. 2010; 32: 32-45.
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Author Information
  • Department of Architecture and Civil Engineering, City University of Hong Kong, Kowloon, Hong Kong SAR

  • Department of Civil and Environmental Engineering, Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong SAR

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  • APA Style

    Ping Xiang, H. P. Wang. (2016). Structural Performances of Steel Reinforced Concrete Special Shaped Column-Beam Joints Under Bidirectional Low-Cyclic Reversed Loading. American Journal of Civil Engineering, 5(1), 16-20. https://doi.org/10.11648/j.ajce.20170501.13

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    ACS Style

    Ping Xiang; H. P. Wang. Structural Performances of Steel Reinforced Concrete Special Shaped Column-Beam Joints Under Bidirectional Low-Cyclic Reversed Loading. Am. J. Civ. Eng. 2016, 5(1), 16-20. doi: 10.11648/j.ajce.20170501.13

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    AMA Style

    Ping Xiang, H. P. Wang. Structural Performances of Steel Reinforced Concrete Special Shaped Column-Beam Joints Under Bidirectional Low-Cyclic Reversed Loading. Am J Civ Eng. 2016;5(1):16-20. doi: 10.11648/j.ajce.20170501.13

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  • @article{10.11648/j.ajce.20170501.13,
      author = {Ping Xiang and H. P. Wang},
      title = {Structural Performances of Steel Reinforced Concrete Special Shaped Column-Beam Joints Under Bidirectional Low-Cyclic Reversed Loading},
      journal = {American Journal of Civil Engineering},
      volume = {5},
      number = {1},
      pages = {16-20},
      doi = {10.11648/j.ajce.20170501.13},
      url = {https://doi.org/10.11648/j.ajce.20170501.13},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.ajce.20170501.13},
      abstract = {Steel reinforced concrete special-shaped column is a new structural form. It has all priorities of steel reinforced structure and special-shaped column structure. Bearing capacity and ductility of this new structure are very good. It also has very excellent applicable quality and pleasing to the eye. But there are still few experimental and research results relevant to this new structure. The design of steel reinforced concrete special-shaped column joints is a most important problem that must be solved to ensure that this new structural could be widely used in the future. This research focuses the attention on the seismic behavior of this kind of joints, and adopts the new joint design style. The pseudo-static test is carried out on joint specimens. Hysteresis loop of all the specimens have been drawn. The energy dissipating capacities are evaluated. Based on the results of experimental research, the behavior of high resistant capacity, excellent ductility and reliability of the joint design method have been manifested. Taking into account all these facts, this article also put forward practical design suggestions on this structure.},
     year = {2016}
    }
    

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    T1  - Structural Performances of Steel Reinforced Concrete Special Shaped Column-Beam Joints Under Bidirectional Low-Cyclic Reversed Loading
    AU  - Ping Xiang
    AU  - H. P. Wang
    Y1  - 2016/12/28
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    N1  - https://doi.org/10.11648/j.ajce.20170501.13
    DO  - 10.11648/j.ajce.20170501.13
    T2  - American Journal of Civil Engineering
    JF  - American Journal of Civil Engineering
    JO  - American Journal of Civil Engineering
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    PB  - Science Publishing Group
    SN  - 2330-8737
    UR  - https://doi.org/10.11648/j.ajce.20170501.13
    AB  - Steel reinforced concrete special-shaped column is a new structural form. It has all priorities of steel reinforced structure and special-shaped column structure. Bearing capacity and ductility of this new structure are very good. It also has very excellent applicable quality and pleasing to the eye. But there are still few experimental and research results relevant to this new structure. The design of steel reinforced concrete special-shaped column joints is a most important problem that must be solved to ensure that this new structural could be widely used in the future. This research focuses the attention on the seismic behavior of this kind of joints, and adopts the new joint design style. The pseudo-static test is carried out on joint specimens. Hysteresis loop of all the specimens have been drawn. The energy dissipating capacities are evaluated. Based on the results of experimental research, the behavior of high resistant capacity, excellent ductility and reliability of the joint design method have been manifested. Taking into account all these facts, this article also put forward practical design suggestions on this structure.
    VL  - 5
    IS  - 1
    ER  - 

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