Numerical Analysis Of The T-stub Beam-to- Column Hysteretic Behavior Affected By Beam Height

DOI

10.2991/aeecs-16.2016.70How to use a DOI?

Keywords

numerical simulation; T-stub connection; beam section height

Abstract

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.

Copyright

© 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/).

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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  - 10.2991/aeecs-16.2016.70
ID  - Li2016/05
ER  -