Seismic Rehabilitation of Deficient Exterior Concrete Frame Joints
Author:
Affiliation:
1. Professor, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7.
2. Postdoctoral Fellow, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7.
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%282005%299%3A5%28408%29
Reference14 articles.
1. Strength of reinforced concrete frame connections rehabilitated by jacketing;Alcocer S. M.;ACI Struct. J.,1993
2. Experimental Investigation of FRP-Strengthened RC Beam-Column Joints
3. Beres A. El-Borgi S. White R. N. and Gergely P. (1992). “Experimental results of repaired and retrofitted beam-column joint tests in lightly reinforced concrete frame buildings.” NCEER Technical Rep. No. 92-25 State Univ. of New York Buffalo N.Y.
4. Biddah A. M. S. (1997). “Seismic behaviour of existing and rehabilitated reinforced concrete frame connections.” PhD thesis McMaster Univ. Hamilton Ont. Canada.
5. Clyde C. and Pantelides C. P. (2002). “Seismic evaluation and rehabilitation of R/C exterior building joints.” Proc. 7th U.S. National Conf. of Earthquake Engineering 7NCEE Earthquake Engineering Research Institute Berkeley Calif.
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