Seismic Retrofit of Shear Walls with Headed Bars and Carbon Fiber Wrap
Author:
Affiliation:
1. Structural Engineer, Weidlinger Associates Incorporated, One Broadway, 11th Floor, Cambridge, MA 02142.
2. Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., 817 Sherbrooke St. W., Montreal PQ, Canada H3A 2K6.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A5%28606%29
Reference8 articles.
1. Berner D. Dahlgren T. and Dahl K. (1999). “Design and detailing with headed reinforcement for seismically resistant concrete bridge structures.” ACI SP-184 Development of Seismic Steel Products and Systems ACI Detroit 23–43.
2. Griezic A. Cook W. D. and Mitchell D. (1996). “Seismic retrofit of bridge column-footing connections.” Proc. 11th World Conf. on Earthquake Engineering (CD-ROM) Paper No. 508 1–8 International Association for Earthquake Engineering Acapulco.
3. Mar D. et al. (2000). “Performance-based seismic upgrade of a 14-story suspended slab building using state-of-the-art analysis and construction techniques.” Proc. 69th Annual Structural Engineers Assoc. of California Convention SEAOC Oakland Calif. 1–12.
4. Retrofit of RC Bridge Pier with CFRP Advanced Composites
5. Evaluation of ductility of structures and structural assemblages from laboratory testing.;Park R.;Bull. New Zealand Nat. Soc. for Earthquake Eng.,1989
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