Seismic Retrofit Scheme of FRP Column Jacketing System for Non-Seismic RC Building Frame

Author:

Hwang Heejin, ,Kim Haewon,Oh Keunyeong,Shin Jiuk

Publisher

Earthquake Engineering Society of Korea

Subject

Materials Chemistry,Economics and Econometrics,Media Technology,Forestry

Reference47 articles.

1. Hoffmann GW, Kunnath SK, Reinhorn AM, Mander JB. Gravityload- designed reinforced concrete buildings: Seismic evaluation of existing construction and detailing strategies for improved seismic resistance. National Center for Earthquake Engineering Research, State University of New York at Buffalo, Tech. Rep. c1992:92-0016.

2. Wright TR. Full-scale seismic testing of a reinforced concrete moment frame using mobile shakers. PhD thesis. Atlanta, GA (US): Georgia Institute of Technology; c2015.

3. Luccioni BM, Lόpez DE, Danesi RF. Bond-slip in reinforced concrete elements. J Struct Eng. 2005;131(11):1690-1698.

4. Sause R, Harries KA, Walkup SL, Pessiki S, Ricles JM. Flexural behavior of concrete columns retrofitted with carbon fiber reinforced polymer jackets. ACI Struct J. 2004;101(5):708-716.

5. Haroun MA, Elsanadedy HM. Fiber-reinforced plastic jackets for ductility enhancement of reinforced concrete bridge columns with poor lap-splice detailing. J Bridge Eng. 2005;10(6):749-757.

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1. Experimental Study on Shear Retrofitting of Concrete Columns Using Iron-Based Shape Memory Alloy;Journal of the Earthquake Engineering Society of Korea;2024-01-30

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