Behavior of Hybrid FRP-Concrete-Steel Double-Skin Tubes Subjected to Cyclic Axial Compression
Author:
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784413357.089
Reference24 articles.
1. Effect of Fiber Orientation and Ply Mix on Fiber Reinforced Polymer-Confined Concrete
2. Dawood H. ElGawady M. (2013). "Performance-based seismic design of unbonded precast post-tensioned concrete filled GFRP tube piers" Composites Part B: Engineering Volume 44 Issue 1 Pages 357-367
3. Behavior of Segmental Precast Posttensioned Bridge Piers under Lateral Loads
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1. Numerical and machine learning modeling of GFRP confined concrete-steel hollow elliptical columns;Scientific Reports;2024-08-12
2. Behavior of Hollow-Core Steel-Concrete-Steel Columns Subjected to Torsion Loading;Journal of Bridge Engineering;2016-10
3. Analytical and Finite-Element Modeling of FRP-Concrete-Steel Double-Skin Tubular Columns;Journal of Bridge Engineering;2015-08
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