Effects of Variation of Axial Load and Bidirectional Loading on Seismic Performance of GFRP Retrofitted Reinforced Concrete Exterior Beam-Column Joints-Reference-Cited by-同舟云学术

Effects of Variation of Axial Load and Bidirectional Loading on Seismic Performance of GFRP Retrofitted Reinforced Concrete Exterior Beam-Column Joints

Published:2010-02 Issue:1 Volume:14 Page:94-104
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Akguzel Umut¹²,Pampanin Stefano¹²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Box 4800, Christchurch 8020, New Zealand.

2. Associate Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Box 4800, Christchurch 8020, New Zealand (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282010%2914%3A1%2894%29

Reference29 articles.

1. Akguzel U. and Pampanin S. (2009). “Analytical model for shear strengthening of RC beam-column joints using composite materials.” Proc. NZSEE Conf. NZSEE Christchurch New Zealand.

2. Seismic Response of Interior RC Beam-Column Joints Upgraded with FRP Sheets. I: Experimental Study

3. Experimental Investigation of FRP-Strengthened RC Beam-Column Joints

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