Cyclic Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Exterior Beam-Column-Slab Connections
Author:
Publisher
American Concrete Institute
Subject
Building and Construction,Civil and Structural Engineering
Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Experimental investigation of concrete frames reinforced with GFRP bars under reversed cyclic loading;Engineering Structures;2024-03
2. Cyclic Behavior of Beam–Column Pocket Connections in GFRP-Reinforced Precast Concrete Assemblages;Journal of Composites for Construction;2023-04
3. Finite element analysis to predict the cyclic performance of GFRP-RC exterior joints with diagonal bars;Journal of Building Engineering;2023-04
4. Effect of Compressive Glass Fiber-Reinforced Polymer Bars on Flexural Performance of Reinforced Concrete Beams;ACI Structural Journal;2022-11-01
5. Unbalanced Moment Transfer in GFRP-RC Slab–Column Connections;Journal of Composites for Construction;2021-10
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