Enrico, Barecchia (2006) Experimental tests and numerical analysis of a real RC structure upgraded by means of C-FRP. Pollack Periodica, 1 (3). pp. 3-22. ISSN 1788-1994
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Abstract
The paper presents results of the analysis of the lateral-load response of an existing RC structure seismically upgraded by means of C-FRP. The structure was tested “as-is” under monotonic lateral loading conditions. It failed by a column-type collapse mechanism. The structure was repaired and upgraded by means of C-FRP. The structure has been tested again by a cyclic load test. Results demonstrate the successful implementation of C-FRP with a significant improvement of stiffness, strength and lateral displacement capacity of the upgraded structure. Finally a numerical study has been started with the aim to correctly capture the experimental results.
| Item Type: | Article |
|---|---|
| Subjects: | T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok |
| Depositing User: | Erika Bilicsi |
| Date Deposited: | 14 Jul 2017 11:48 |
| Last Modified: | 14 Jul 2017 11:48 |
| URI: | http://real.mtak.hu/id/eprint/56243 |
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