Comparison of CFRP and GFRP Wraps on Reducing Seismic Damage of Deficient Reinforced Concrete Structures
Author:
Funder
National Foundation for Science and Technology Development
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s40999-019-00429-y.pdf
Reference43 articles.
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2. Lam L, Teng JG (2003) Design-oriented stress–strain model for FRP-confined concrete. Constr Build Mater 17:471–489. https://doi.org/10.1016/S0950-0618(03)00045-X
3. Wei Y-Y, Wu Y-F (2012) Unified stress–strain model of concrete for FRP-confined columns. Constr Build Mater 26:381–392. https://doi.org/10.1016/j.conbuildmat.2011.06.037
4. Pellegrino C, Modena C (2010) Analytical model for FRP confinement of concrete columns with and without internal steel reinforcement. J Compos Constr 14(6):693–705. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000127
5. Smith ST, Kim SJ, Zhang H (2010) Behavior and effectiveness of FRP wrap in the confinement of large concrete cylinders. J Compos Constr 14(5):573–582. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000119
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