Effect of beam-column joints flexibility on the seismic response of setback RC buildings designed according to the Algerian seismic code
The Algerian seismic code assumes that the beam-column joints in monolithic reinforced concrete (RC) buildings are fully rigid. However, many experiments have proven the existence of relative rotations in these connections, and then the presence of relative transfer of bending moment. The present wo...
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Gruppo Italiano Frattura
2022-07-01
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| Series: | Fracture and Structural Integrity |
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| Online Access: | https://www.fracturae.com/index.php/fis/article/view/3434/3604 |
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| author | Abdallah Yacine Rahmani Said Hicham Boukhalkhal� Mohamed Badaoui |
| author_facet | Abdallah Yacine Rahmani Said Hicham Boukhalkhal� Mohamed Badaoui |
| author_sort | Abdallah Yacine Rahmani |
| collection | DOAJ |
| description | The Algerian seismic code assumes that the beam-column joints in monolithic reinforced concrete (RC) buildings are fully rigid. However, many experiments have proven the existence of relative rotations in these connections, and then the presence of relative transfer of bending moment. The present work aims to investigate the effect of beam-column joints modelling on the global seismic behaviour of reinforced concrete (RC) moment-resisting frame buildings, designed according to the Algerian seismic code recommendations. To consider the nonlinear deformation of the connections, an analytical model developed recently is used. This model includes two important deformation mechanisms; the first one covers the slippage of the continuous reinforcement within the column, whereas the second involves slippage caused by the creation of bending cracks at the extremities of the beams. Three multi-storey RC frames with different setback geometry, including a reference frame, are studied considering the connections as rigid/deformable. The nonlinear static procedure or pushover analysis is used to perform a nonlinear analysis of the studied structures and the results in terms of capacity curve, target displacement, storey drift, storey stiffness and the response reduction factor are presented. The results show the necessity of considering the beam-column connection flexibility when modelling this type of buildings |
| format | Article |
| id | doaj-art-e69ab5559b8347a0b6a1fd789b799280 |
| institution | DOAJ |
| issn | 1971-8993 |
| language | English |
| publishDate | 2022-07-01 |
| publisher | Gruppo Italiano Frattura |
| record_format | Article |
| series | Fracture and Structural Integrity |
| spelling | doaj-art-e69ab5559b8347a0b6a1fd789b7992802025-08-20T02:42:53ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932022-07-01166139440910.3221/IGF-ESIS.61.2610.3221/IGF-ESIS.61.26Effect of beam-column joints flexibility on the seismic response of setback RC buildings designed according to the Algerian seismic codeAbdallah Yacine RahmaniSaid Hicham Boukhalkhal�Mohamed BadaouiThe Algerian seismic code assumes that the beam-column joints in monolithic reinforced concrete (RC) buildings are fully rigid. However, many experiments have proven the existence of relative rotations in these connections, and then the presence of relative transfer of bending moment. The present work aims to investigate the effect of beam-column joints modelling on the global seismic behaviour of reinforced concrete (RC) moment-resisting frame buildings, designed according to the Algerian seismic code recommendations. To consider the nonlinear deformation of the connections, an analytical model developed recently is used. This model includes two important deformation mechanisms; the first one covers the slippage of the continuous reinforcement within the column, whereas the second involves slippage caused by the creation of bending cracks at the extremities of the beams. Three multi-storey RC frames with different setback geometry, including a reference frame, are studied considering the connections as rigid/deformable. The nonlinear static procedure or pushover analysis is used to perform a nonlinear analysis of the studied structures and the results in terms of capacity curve, target displacement, storey drift, storey stiffness and the response reduction factor are presented. The results show the necessity of considering the beam-column connection flexibility when modelling this type of buildingshttps://www.fracturae.com/index.php/fis/article/view/3434/3604beam-column jointspushover analysisrc buildingssetback buildingsseismic behaviour |
| spellingShingle | Abdallah Yacine Rahmani Said Hicham Boukhalkhal� Mohamed Badaoui Effect of beam-column joints flexibility on the seismic response of setback RC buildings designed according to the Algerian seismic code Fracture and Structural Integrity beam-column joints pushover analysis rc buildings setback buildings seismic behaviour |
| title | Effect of beam-column joints flexibility on the seismic response of setback RC buildings designed according to the Algerian seismic code |
| title_full | Effect of beam-column joints flexibility on the seismic response of setback RC buildings designed according to the Algerian seismic code |
| title_fullStr | Effect of beam-column joints flexibility on the seismic response of setback RC buildings designed according to the Algerian seismic code |
| title_full_unstemmed | Effect of beam-column joints flexibility on the seismic response of setback RC buildings designed according to the Algerian seismic code |
| title_short | Effect of beam-column joints flexibility on the seismic response of setback RC buildings designed according to the Algerian seismic code |
| title_sort | effect of beam column joints flexibility on the seismic response of setback rc buildings designed according to the algerian seismic code |
| topic | beam-column joints pushover analysis rc buildings setback buildings seismic behaviour |
| url | https://www.fracturae.com/index.php/fis/article/view/3434/3604 |
| work_keys_str_mv | AT abdallahyacinerahmani effectofbeamcolumnjointsflexibilityontheseismicresponseofsetbackrcbuildingsdesignedaccordingtothealgerianseismiccode AT saidhichamboukhalkhal effectofbeamcolumnjointsflexibilityontheseismicresponseofsetbackrcbuildingsdesignedaccordingtothealgerianseismiccode AT mohamedbadaoui effectofbeamcolumnjointsflexibilityontheseismicresponseofsetbackrcbuildingsdesignedaccordingtothealgerianseismiccode |