Confined concrete models according to EC 2 and EC 8 and their influence on the RC frame seismic response
Seismic design according to European norms implies the design of ductile rc structures. By confining the concrete, the ratio of stress-strain is changing and increases ductility. In Eurocode 2, a model of confined concrete was proposed, and in the Eurocode 8 an improved model was shown. The paper al...
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| Format: | Article |
| Language: | English |
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Faculty of civil engineering, Subotica
2017-01-01
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| Series: | Zbornik Radova Građevinskog Fakulteta |
| Subjects: | |
| Online Access: | http://scindeks-clanci.ceon.rs/data/pdf/0352-6852/2017/0352-68521731009R.pdf |
| _version_ | 1828160184506122240 |
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| author | Radujković Aleksandra Starčev-Ćurčin Anka Lađinović Đorđe |
| author_facet | Radujković Aleksandra Starčev-Ćurčin Anka Lađinović Đorđe |
| author_sort | Radujković Aleksandra |
| collection | DOAJ |
| description | Seismic design according to European norms implies the design of ductile rc structures. By confining the concrete, the ratio of stress-strain is changing and increases ductility. In Eurocode 2, a model of confined concrete was proposed, and in the Eurocode 8 an improved model was shown. The paper also analyzes the compared values of obtained strengths and ultimate strains for both models of confined concrete, as well as their impact on the global and local seismic response in the case of a six-storey rc frame. |
| first_indexed | 2024-04-12T00:13:30Z |
| format | Article |
| id | doaj.art-20d9963d47d94c26a3ba6f5505cd9e8a |
| institution | Directory Open Access Journal |
| issn | 0352-6852 2334-9573 |
| language | English |
| last_indexed | 2024-04-12T00:13:30Z |
| publishDate | 2017-01-01 |
| publisher | Faculty of civil engineering, Subotica |
| record_format | Article |
| series | Zbornik Radova Građevinskog Fakulteta |
| spelling | doaj.art-20d9963d47d94c26a3ba6f5505cd9e8a2022-12-22T03:55:53ZengFaculty of civil engineering, SuboticaZbornik Radova Građevinskog Fakulteta0352-68522334-95732017-01-012017319200352-68521731009RConfined concrete models according to EC 2 and EC 8 and their influence on the RC frame seismic responseRadujković Aleksandra0Starčev-Ćurčin Anka1Lađinović Đorđe2University of Novi Sad, Faculty of Tehnical Sciences, Novi Sad%SR23-01.10University of Novi Sad, Faculty of Tehnical Sciences, Novi Sad%SR23-01.10University of Novi Sad, Faculty of Tehnical Sciences, Novi Sad%SR23-01.10Seismic design according to European norms implies the design of ductile rc structures. By confining the concrete, the ratio of stress-strain is changing and increases ductility. In Eurocode 2, a model of confined concrete was proposed, and in the Eurocode 8 an improved model was shown. The paper also analyzes the compared values of obtained strengths and ultimate strains for both models of confined concrete, as well as their impact on the global and local seismic response in the case of a six-storey rc frame.http://scindeks-clanci.ceon.rs/data/pdf/0352-6852/2017/0352-68521731009R.pdfEuropean normsductilityconfinement |
| spellingShingle | Radujković Aleksandra Starčev-Ćurčin Anka Lađinović Đorđe Confined concrete models according to EC 2 and EC 8 and their influence on the RC frame seismic response Zbornik Radova Građevinskog Fakulteta European norms ductility confinement |
| title | Confined concrete models according to EC 2 and EC 8 and their influence on the RC frame seismic response |
| title_full | Confined concrete models according to EC 2 and EC 8 and their influence on the RC frame seismic response |
| title_fullStr | Confined concrete models according to EC 2 and EC 8 and their influence on the RC frame seismic response |
| title_full_unstemmed | Confined concrete models according to EC 2 and EC 8 and their influence on the RC frame seismic response |
| title_short | Confined concrete models according to EC 2 and EC 8 and their influence on the RC frame seismic response |
| title_sort | confined concrete models according to ec 2 and ec 8 and their influence on the rc frame seismic response |
| topic | European norms ductility confinement |
| url | http://scindeks-clanci.ceon.rs/data/pdf/0352-6852/2017/0352-68521731009R.pdf |
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