Shaking Table Test of the Full-scaled Semi-rigid Composite Beam Frame
- https://doi.org/10.2991/aece-16.2017.67How to use a DOI?
- composite beam frame; semi-rigid connection; shaking table test; finite element analysis; elastic-plastic time-history analysis; seismic behavior
A shaking table test of a full-scaled semi-rigid composite beam frame has been carried out to study the dynamic characteristics and the failure mode, the aim of the research is to provide a theory basis for the design of the composite frames. The analysis was concentrated on the dynamic characteristics, displacement response, acceleration response, internal force response of joints, and the failure mode of the structure was also involved, the outcome of the test indicates the semi-rigid frame perform well in earthquake. When subjected to an extreme earthquake loading with the peak acceleration 1.2 gal, the whole structure had no visible damage and only showed larger plastic deformation in semi-rigid composite joints and the heels, of which means the frame can be used in high seismic fortification intensity regions.
- © 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 - Mingji FANG AU - Dazhu HU AU - Ting LU AU - Yifan PAN AU - Wensheng XU PY - 2016/12 DA - 2016/12 TI - Shaking Table Test of the Full-scaled Semi-rigid Composite Beam Frame BT - Proceedings of the 2016 International Conference on Architectural Engineering and Civil Engineering PB - Atlantis Press SP - 302 EP - 305 SN - 2352-5401 UR - https://doi.org/10.2991/aece-16.2017.67 DO - https://doi.org/10.2991/aece-16.2017.67 ID - FANG2016/12 ER -