Analysis of Bending Bearing Capacity of Fully Bolted Outer Shell Beam-Column Joint Connected by T-Stub

DOI

10.2991/iceesd-18.2018.277How to use a DOI?

Keywords

beam-column joint; outer shell; T-stub; bending bearing capacity

Abstract

In the analysis of steel frame, the bearing capacity of joints is the basic mechanical property. With reference to the component method proposed in the Eurocode 3 (EC3) specification, based on the characteristic of transmitting force in each component of the outer shell joints, the bearing capacity of T-stub connection is controlled by the component with the smallest bearing capacity. The calculation method and flow of the bearing capacity of the outer shell joints were put forward, and compared with the experimentally obtained bending moments. This method is in line with engineering design, and is easy to be applied in practice.

Copyright

© 2018, 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  - Dan Zhang
AU  - Lei Zhang
PY  - 2018/05
DA  - 2018/05
TI  - Analysis of Bending Bearing Capacity of Fully Bolted Outer Shell Beam-Column Joint Connected by T-Stub
BT  - Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018)
PB  - Atlantis Press
SP  - 1530
EP  - 1534
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceesd-18.2018.277
DO  - 10.2991/iceesd-18.2018.277
ID  - Zhang2018/05
ER  -