Shear performance of FRP panel-reinforced rc columns attached using corner angles and bolts without epoxy resin

Author:

Han Seulgi,Kim Sunhee,Shin Jinwon,Choi Inrak,Choi Sungmo

Funder

Ministry of Science, ICT and Future Planning

National Research Foundation of Korea

Publisher

Elsevier BV

Reference22 articles.

1. Kim J.H. Proposal of shear reinforcement method for low stories’ piloti concrete columns using engineering plastic panel. Master Thesis, University of Seoul, Korea, 2021.

2. Shear performance of a tie plate lattice column comprising four square angles and a composite fiber panel for a multifamily housing piloti column DIY reinforcement;Han;J Korean Soc Adv Compos Struct,2022

3. Experimental study on shear performance of multi-family house piloti columns using composite fiber panel for seismic reinforcement;Han;J Korean Soc Adv Compos Struct,2022

4. Han S.G. Shear behavior of RC column reinforced by Ultra high strength FRP panels with no adhesive materials in multi-family housing. Master Thesis, University of Seoul, Korea, 2024.

5. Seismic Behavior of Substandard RC Columns Retrofitted with Embedded Aramid Fiber Reinforced Polymer (AFRP) Reinforcement;Seyhan;Polymers,2015

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