Cyclic behavior of non-seismically designed interior reinforced concrete beam-column connections
This paper presents a test of non-seismically detailed reinforced concrete beam-column connections under reversedcyclic load. The tested specimens represented those of the actual mid-rise reinforced concrete frame buildings, designedaccording to the non-seismic provisions of the ACI building code. T...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Prince of Songkla University
2008-05-01
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| Series: | Songklanakarin Journal of Science and Technology (SJST) |
| Subjects: | |
| Online Access: | http://rdo.psu.ac.th/sjst/ejournal/journal/30-3/0125-3395-30-3-323-332.pdf |
| _version_ | 1818517880881283072 |
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| author | Amorn Pimanmas Teeraphot Supaviriyakit2 |
| author_facet | Amorn Pimanmas Teeraphot Supaviriyakit2 |
| author_sort | Amorn Pimanmas |
| collection | DOAJ |
| description | This paper presents a test of non-seismically detailed reinforced concrete beam-column connections under reversedcyclic load. The tested specimens represented those of the actual mid-rise reinforced concrete frame buildings, designedaccording to the non-seismic provisions of the ACI building code. The evaluation of 10 existing reinforced concrete frameswas conducted to identify key structural and geometrical indices. It was found that there existed correlation VS structuraland geometrical characteristics and the column tributary area. Hence, the column tributary area was chosen as a parameterfor classifying the specimens. The test results showed that specimens representing small and medium column tributary areafailed by brittle joint shear, while specimen representing large column tributary area failed by ductile flexure, even thoughno ductile seismic details were provided. |
| first_indexed | 2024-12-11T01:02:14Z |
| format | Article |
| id | doaj.art-16138d56f7b24fa49bb01ec5f51d2e25 |
| institution | Directory Open Access Journal |
| issn | 0125-3395 |
| language | English |
| last_indexed | 2024-12-11T01:02:14Z |
| publishDate | 2008-05-01 |
| publisher | Prince of Songkla University |
| record_format | Article |
| series | Songklanakarin Journal of Science and Technology (SJST) |
| spelling | doaj.art-16138d56f7b24fa49bb01ec5f51d2e252022-12-22T01:26:16ZengPrince of Songkla UniversitySongklanakarin Journal of Science and Technology (SJST)0125-33952008-05-01303323332Cyclic behavior of non-seismically designed interior reinforced concrete beam-column connectionsAmorn PimanmasTeeraphot Supaviriyakit2This paper presents a test of non-seismically detailed reinforced concrete beam-column connections under reversedcyclic load. The tested specimens represented those of the actual mid-rise reinforced concrete frame buildings, designedaccording to the non-seismic provisions of the ACI building code. The evaluation of 10 existing reinforced concrete frameswas conducted to identify key structural and geometrical indices. It was found that there existed correlation VS structuraland geometrical characteristics and the column tributary area. Hence, the column tributary area was chosen as a parameterfor classifying the specimens. The test results showed that specimens representing small and medium column tributary areafailed by brittle joint shear, while specimen representing large column tributary area failed by ductile flexure, even thoughno ductile seismic details were provided.http://rdo.psu.ac.th/sjst/ejournal/journal/30-3/0125-3395-30-3-323-332.pdfsubstandard beam-column jointreversed cyclic loadjoint shear failurebond deteriorationcolumn tributary area |
| spellingShingle | Amorn Pimanmas Teeraphot Supaviriyakit2 Cyclic behavior of non-seismically designed interior reinforced concrete beam-column connections Songklanakarin Journal of Science and Technology (SJST) substandard beam-column joint reversed cyclic load joint shear failure bond deterioration column tributary area |
| title | Cyclic behavior of non-seismically designed interior reinforced concrete beam-column connections |
| title_full | Cyclic behavior of non-seismically designed interior reinforced concrete beam-column connections |
| title_fullStr | Cyclic behavior of non-seismically designed interior reinforced concrete beam-column connections |
| title_full_unstemmed | Cyclic behavior of non-seismically designed interior reinforced concrete beam-column connections |
| title_short | Cyclic behavior of non-seismically designed interior reinforced concrete beam-column connections |
| title_sort | cyclic behavior of non seismically designed interior reinforced concrete beam column connections |
| topic | substandard beam-column joint reversed cyclic load joint shear failure bond deterioration column tributary area |
| url | http://rdo.psu.ac.th/sjst/ejournal/journal/30-3/0125-3395-30-3-323-332.pdf |
| work_keys_str_mv | AT amornpimanmas cyclicbehaviorofnonseismicallydesignedinteriorreinforcedconcretebeamcolumnconnections AT teeraphotsupaviriyakit2 cyclicbehaviorofnonseismicallydesignedinteriorreinforcedconcretebeamcolumnconnections |