Retrofitting interior RC beam-to-column joints subjected to quasi-static loading using NSM CFRP ropes
Author:
Funder
The University of Jordan
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference30 articles.
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3. Studies on behaviour of rcc beam-column joint retrofitted with basalt fiber reinforced polymer sheet;Maariappan;Glob J Res Eng Civ Struct Eng,2013
4. Seismic retrofitting of nonductile beam-column sub-assemblage using FRP wrapping and steel plate jacketing;Sasmal;Constr Build Mater,2011
5. Seismic retrofitting of severely damaged RC connections made with recycled concrete using CFRP sheets;Murad;Front Struct Civ Eng,2020
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1. Seismic Energy Dissipation and Hysteresis Performances of Distinctly Shaped Steel-Reinforced Concrete Column–Beam Joints under Cyclic Loading;Buildings;2024-09-04
2. Experimental investigation of EBROG and bore-epoxy anchorage methods used for interior RC beam-column joints strengthened with CFRP sheets;Structures;2024-08
3. The action of heated RC joints strengthened with a novel strategy combined CFRP and SSEMSM under a quasi-static cyclic load;Engineering Structures;2024-06
4. Novel approach for strengthening T-beams deficient in shear with near-surface mounted CFRP ropes in form of closed stirrups;Developments in the Built Environment;2024-04
5. Optimizing Cyclic Response of Non-Ductile RC Joints Subjected to Heat Using Stainless-Steel Expanded Metal Sheet Mesh;Arabian Journal for Science and Engineering;2024-03-19
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