Experimental Investigation on the Seismic Behavior of Ultra-High Performance Concrete Filled Steel Tubular Columns
Author:
Affiliation:
1. School of Civil Engineering and Architecture, Hubei Polytechnic University, Huangshi, China
2. School of Civil Engineering, Wuhan University, Wuhan, China
Funder
Key Program of National Natural Science Foundation of China
Publisher
Informa UK Limited
Subject
Safety, Risk, Reliability and Quality
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2023.2241555
Reference38 articles.
1. Nonlinear Analysis on the Static and Cyclic Behaviors of UHPC Filled Rectangular Steel Tube Columns
2. Seismic performance of rectangular ultra-high performance concrete filled steel tube (UHPCFST) columns
3. Structural behavior of UHPC filled steel tube columns under axial loading
4. Seismic Performance of Hybrid Columns of Concrete-Filled Square Steel Tube with FRP-Confined Concrete Core
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1. Axial behavior of ultra-high performance steel fiber reinforced concrete filled circular steel tubular columns;Structures;2024-10
2. Torsion and Combined Torsion-Axial Load Behaviour of Concrete Filled Steel Tube Columns with and without ECC/CFRP Wrap;Journal of Earthquake Engineering;2024-05-08
3. Research on seismic performance and restoring force model for square UHPC-filled high-strength steel tube column with end ribs;Structures;2024-05
4. Research on design method of end stiffening ribs for square UHPCFHSST columns;Journal of Constructional Steel Research;2024-05
5. Pseudo-Static Test Research on Behavior of UHPC-Filled Rectangular Steel Tubular Columns;KSCE Journal of Civil Engineering;2024-04-12
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