Numerical Analysis Of The T-stub Beam-to- Column Hysteretic Behavior Affected By Beam Height
- https://doi.org/10.2991/aeecs-16.2016.70How to use a DOI?
- numerical simulation; T-stub connection; beam section height
In this paper, we established a 3D nonlinear finite element analysis to high-strength bolt T-stub beam-to-column connections, Study and discussion the influence of beam section height to the hysteretic behavior, ductility and dissipation capacity of the beam-to-column connections . The results showed that: Appropriate additional of beam height can improved bearing capacity and dissipation capacity of the connections, but excessive high beam section height may limits the ductility of connections. At the same beam section height, appropriately increasing of the beam flange and Web plate thickness can improve ductility and dissipation capacity of the connections.
- © 2016, 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 - Zeshen Li AU - Ying Su AU - Keshi Zhang PY - 2016/05 DA - 2016/05 TI - Numerical Analysis Of The T-stub Beam-to- Column Hysteretic Behavior Affected By Beam Height BT - Proceedings of the 2016 International Conference on Advances in Energy, Environment and Chemical Science PB - Atlantis Press SP - 373 EP - 376 SN - 2352-5401 UR - https://doi.org/10.2991/aeecs-16.2016.70 DO - https://doi.org/10.2991/aeecs-16.2016.70 ID - Li2016/05 ER -