Exploratory Study of Seismic Response of Deficient Lap-Splice Columns Retrofitted with Near Surface–Mounted Basalt FRP Bars

Author:

Fahmy Mohamed F. M.1,Wu Zhishen2

Affiliation:

1. Research Fellow, International Institute for Urban Systems Engineering, Southeast Univ., Nanjing 210096, China; Lecturer, Dept. of Civil Engineering, Faculty of Engineering, Assiut Univ., Assiut 71516, Egypt.

2. Professor, Dept. of Urban and Civil Engineering, Ibaraki Univ., 4-12-1 Nakanarusawa-cho, Hitachi 316-8511, Japan (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference40 articles.

1. AASHTO LRFD Bridge Design Specifications. (2013). “American association of state highway and 406 transportation officials.” Washington DC 1716.

2. ACI (American Concrete Institute). (2006). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1 R-06 Detroit MI.

3. ACI (American Concrete Institute). (2008). “Guides for the design and construction of externally bonded FRP system for strengthening concrete structures.” ACI 440.2R-08 Farmington Hills MI.

4. Flexural strengthening of concrete beams with CFRP laminates bonded into slits

5. Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengthening

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