Application of Concrete Filled Steel Tube Transfer Joints in Asymmetric Beam-Column Joints at the China National Convention Center Phase II

DOI

10.2991/978-94-6463-449-5_33How to use a DOI?

Keywords

transfer joints; RC frame; mixed structure; finite element analysis

Abstract

The supporting hotel of the National Convention Center Phase II employed a novel type of transfer joint for connecting steel and reinforced concrete structures, and studied geometrically regular and symmetric transfer joint. However, the mechanical properties of irregular, asymmetric joints within this hotel structure have not yet been examined. A representative asymmetric beam-column transfer joint was selected, and its failure process and mechanical performance were investigated based on a finite element model. The simulation results indicate that the construction form of the transfer joint can be applied to asymmetric beam-column joints, achieving the design goal of yielding in the upper part first.

Copyright

© 2024 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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TY  - CONF
AU  - Wei Wang
AU  - Xiongyan Li
PY  - 2024
DA  - 2024/06/30
TI  - Application of Concrete Filled Steel Tube Transfer Joints in Asymmetric Beam-Column Joints at the China National Convention Center Phase II
BT  - Proceedings of the 2024 8th International Conference on Civil Architecture and Structural Engineering (ICCASE 2024)
PB  - Atlantis Press
SP  - 341
EP  - 347
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-449-5_33
DO  - 10.2991/978-94-6463-449-5_33
ID  - Wang2024
ER  -