Research on Seismic Performance of Spatial Beam to Column Connection with T-Stubs
- https://doi.org/10.2991/aece-16.2017.118How to use a DOI?
- steel frame; semi-rigid connection; spatial semi-rigid joint; quasi-static test; seismic performance
This paper studies the seismic performance of spatial semi-rigid beam-column connections with T-stubs. The middle column connection of steel frame as the research objects and there is one spatial T-stub connection specimen and one plane T-stub connection specimen. Spatial quasi-static tests and finite element analysis are carried out, which load is applied to the column. According to the results of quasi-static tests and finite element calculations, difference of joints' rotational stiffness, hysteretic property, ductility coefficient and energy dissipation characteristics are analyzed. It is verified that the mechanical characteristics of spatial semi-rigid joint under spatial load are different from plane semi-rigid joint under plane load.
- © 2017, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Xin BU AU - Qian GU AU - Xinwu WANG PY - 2016/12 DA - 2016/12 TI - Research on Seismic Performance of Spatial Beam to Column Connection with T-Stubs BT - Proceedings of the 2016 International Conference on Architectural Engineering and Civil Engineering PB - Atlantis Press SP - 544 EP - 549 SN - 2352-5401 UR - https://doi.org/10.2991/aece-16.2017.118 DO - https://doi.org/10.2991/aece-16.2017.118 ID - BU2016/12 ER -