Effect of Sustained Service Loading on Post-Fire Flexural Response of Reinforced Concrete T-Beams
Author:
Publisher
American Concrete Institute
Subject
Building and Construction,Civil and Structural Engineering
Cited by 15 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 Damage and Failure Modes in Stirrupless Reinforced Concrete Beams under Varied Thermal-Mechanical Loadings;Journal of Structural Engineering;2024-03
2. A Numerical Investigation into the Effectiveness of Composite Jacket Strengthening (CJS) on Fire-Damaged Concrete Beams;Annales de Chimie - Science des Matériaux;2024-02-26
3. Bonded Behavior of Hybrid-Bonded CFRP to Heat-Damaged Concrete Interface;Buildings;2023-10-30
4. Effect of Elevated Temperatures on Mechanical Properties of Spliced and Non-Spliced Steel Reinforcements: Experimental Study;Buildings;2023-05-30
5. Fire-induced spalling of ultra-high performance concrete: A systematic critical review;Construction and Building Materials;2023-04
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