Shaking Table Test of the Full-scaled Semi-rigid Composite Beam Frame

DOI

10.2991/aece-16.2017.67How to use a DOI?

Keywords

composite beam frame; semi-rigid connection; shaking table test; finite element analysis; elastic-plastic time-history analysis; seismic behavior

Abstract

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.

Copyright

© 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/).

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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  - 10.2991/aece-16.2017.67
ID  - FANG2016/12
ER  -