Seismic behavior of steel tubular bridge columns equipped with low-yield-point steel plates in the root replaceable pier
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11803-023-2182-z.pdf
Reference35 articles.
1. Al-Kaseasbeh Q and Mamaghani IHP (2019), “Buckling Strength and Ductility Evaluation of Thin-Walled Steel Stiffened Square Box Columns with Uniform and Graded Thickness Under Cyclic Loading,” Engineering Structures, 186: 498–507.
2. Chen SX, Xie X and Zhuge HQ (2019), “Hysteretic Model for Steel Piers Considering the Local Buckling of Steel Plates,” Engineering Structures, 183: 303–318.
3. Chen ZP, Jing CG, Xu JJ and Zhang XG (2017), “Seismic Performance of Recycled Concrete-filled Square Dteel Tube Columns,” Earthquake Engineering and Engineering Vibration, 16(1): 119–130.
4. Chen ZP, Jing CG, Xu JJ and Zhang XG (2017), “Seismic Performance of Recycled Concrete-filled Square Dteel Tube Columns,” Earthquake Engineering and Engineering Vibration, 16(1): 119–130.
5. El-Bahey S and Bruneau M (2012a), “Bridge Piers with Structural Fuses and Bi-Steel Columns. I: Experimental Testing,” Journal of Bridge Engineering, 17(1): 25–35.
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