Chapter
Apr 26, 2012
Performance Comparisons of External Strengthening Methods for Deficient RC Frames
Authors: M. E. Ozkok [email protected], R. Ozcelik [email protected], and B. Binici [email protected]Author Affiliations
Publication: Improving the Seismic Performance of Existing Buildings and Other Structures
Abstract
This study reports the experimental findings on the upgrading of deficient reinforced concrete frames with externally installed structural components. Specimens strengthened with an external reinforced concrete shear wall, external steel frame, steel plate shear wall, and one as-built reference portal frame specimens having a 1/3 scale were tested under constant gravity load and increasing cyclic displacement excursions. The RC frames had deficiencies such as low concrete compressive strength (8MPa), lack of transverse reinforcement detailing at potential plastic hinge regions and beam-column joints that mimic the existing deficient building stock in Turkey. The test results showed that the external upgrading can increase the lateral stiffness and strength allowing a minimum of 3% drift ratio. On the other hand, it was found that the cyclic behavior of specimens including pinching and energy dissipation capacities was found to be quite different for different strengthening methods.
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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Middle East Technical University, Department of Civil Engineering, Inonu Bulvari, 06531, Ankara, Turkey. E-mail: [email protected]
Middle East Technical University, Department of Civil Engineering, Inonu Bulvari, 06531, Ankara, Turkey. E-mail: [email protected]
Middle East Technical University, Department of Civil Engineering, Inonu Bulvari, 06531, Ankara, Turkey. E-mail: [email protected]
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