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Experimental Study on Seismic Strengthening of Reinforced Concrete Frames by Precast Concrete Panels
Date
2011-03-01
Author
BARAN, MEHMET
Tankut, Tugrul
Metadata
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Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
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The purpose of this study is to investigate the behavior of reinforced concrete (RC)frames under cyclic loads strengthened by using precast concrete (PC) panels. The idea is to transform the existing hollow brick infills into strong and rigid infills by bonding relatively high-strength PC panels with a thin layer of epoxy mortar By this method, the seismic behavior of the frame is improved. For this purpose-one being reference-a total of 11 one-third scale, one-hay, two-story deficient RC frames were tested under reversed cyclic lateral loads. Six different panel types were used for strengthening purposes. It was observed that the strength, lateral stiffness, and energy dissipation capacity of strengthened frames were significantly improved.
Subject Keywords
Hollow brick infill
,
Lateral stiffness
,
Precast concrete panels
,
Reinforced concrete
,
Reversed cyclic loading
,
Strengthening
URI
https://hdl.handle.net/11511/64750
Journal
ACI STRUCTURAL JOURNAL
Collections
Department of Civil Engineering, Article
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M. BARAN and T. Tankut, “Experimental Study on Seismic Strengthening of Reinforced Concrete Frames by Precast Concrete Panels,”
ACI STRUCTURAL JOURNAL
, pp. 227–237, 2011, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/64750.