Experimental data and videos of steel wide-flange and HSS columns tested under collapse-consistent loading histories
Creators
- 1. Nippon Steel Corporation
- 2. École Polytechnique Fédérale de Lausanne (EPFL)
- 1. Nippon Steel Corporation
- 2. École Polytechnique Fédérale de Lausanne (EPFL)
- 3. Associate Professor (EPFL)
Description
The experimental dataset is comprised of the following items:
(a) a summary table that contains the geometric and material parameters for each test specimen along with deduced quantities of interest with regard to the collapse behavior of each specimen;
(b) the deduced experimental data of wide-flange specimens;
(c) the deduced experimental data of hollow structural shape (HSS) specimens.
The deduced data contains normalized axial shortening, chord rotation and deduced moment (without member p-delta).
(d) The summary report of the experimental program along with an appendix of photos of each specimen is included together with the dataset.
(e) characteristic videos for each specimen that demonstrate the member performance through the loss of their lateral load carrying capacity.
Notes
Files
Suzuki_Lignos-2020-Experimental_Program.pdf
Files
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Additional details
References
- Suzuki, Y., Lignos, D.G. (2021). Experimental evaluation of steel columns under seismic hazard-consistent collapse loading protocols, ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020.
- Suzuki, Y., Lignos, D.G. (2015). Large scale collapse experiments of wide flange steel beam-columns, proceedings 8th International Conference on Behavior of Steel Structures in Seismic Areas, Shanghai, China, July 1-3, 2015
- Suzuki, Y., (2019). Earthquake-induced collapse of steel moment resisting frames with conventional and high performance steel columns, PhD Dissertation, McGill University, Montreal, Canada