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.
| Published in | American Journal of Civil Engineering (Volume 5, Issue 1) |
| DOI | 10.11648/j.ajce.20170501.13 |
| 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), 2016. Published by Science Publishing Group |
Steel Reinforced Concrete (SRC) T-shaped Column, Joint, Seismic Behavior, Low-Cyclic Reversed Loading
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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
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
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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Download@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://article.sciencepublishinggroup.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}
}
TY - JOUR 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 PY - 2016 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 SP - 16 EP - 20 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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