Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading
A half-scale single-bay two-storey RC frame was designed in accordance to Eurocode 8 and constructed using ready mix-concrete by considering seismic load with Ductility Class Medium (DCM). The two-storey moment resistant RC frame was constructed by preparing reinforcement bars caging, preparation of...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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Asian Research Publishing Network (ARPN)
2017
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| Online Access: | http://umpir.ump.edu.my/id/eprint/20340/1/Seismic%20performance%20of%20single%20bay%20two%20storey%20RC%20frame%20under%20in-plane%20lateral%20cyclic%20loading.pdf |
| _version_ | 1825811934133354496 |
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| author | Nor Hayati, Hamid M. I., Adiyanto M, Mohamad |
| author_facet | Nor Hayati, Hamid M. I., Adiyanto M, Mohamad |
| author_sort | Nor Hayati, Hamid |
| collection | UMP |
| description | A half-scale single-bay two-storey RC frame was designed in accordance to Eurocode 8 and constructed using ready mix-concrete by considering seismic load with Ductility Class Medium (DCM). The two-storey moment resistant RC frame was constructed by preparing reinforcement bars caging, preparation of formwork, concreting and curing process. Then, the specimen was tested under in-plane lateral cyclic loading usinga double actuator starting from ±0.01% until ±2.25% with incremental of 0.25% drift. The total number of twenty-four cycles of drift was imposed to RC frame under control displacement method. The visual observations showed that a lot of cracks were concentrated at the corner and exterior beam-column joints where these were the points of transferred the load from top to the bottom of the structure. The ultimate lateral load of 158.48 kN in pushing direction and -126.09 kN in pulling direction was recorded at 2.25% drift. Based on the experimental result, elastic stiffness is 4.04kN/mm, secant stiffness is 1.14kN/mm, effective stiffness is 2.06kN/mm and ductility is 3.51. It can be concluded that the RC moment resistance frame able to withstand minor to moderate earthquake because the value of ductility is ranging between 3 to 6. |
| first_indexed | 2024-03-06T12:21:42Z |
| format | Article |
| id | UMPir20340 |
| institution | Universiti Malaysia Pahang |
| language | English |
| last_indexed | 2024-03-06T12:21:42Z |
| publishDate | 2017 |
| publisher | Asian Research Publishing Network (ARPN) |
| record_format | dspace |
| spelling | UMPir203402018-06-27T07:08:18Z http://umpir.ump.edu.my/id/eprint/20340/ Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading Nor Hayati, Hamid M. I., Adiyanto M, Mohamad TA Engineering (General). Civil engineering (General) A half-scale single-bay two-storey RC frame was designed in accordance to Eurocode 8 and constructed using ready mix-concrete by considering seismic load with Ductility Class Medium (DCM). The two-storey moment resistant RC frame was constructed by preparing reinforcement bars caging, preparation of formwork, concreting and curing process. Then, the specimen was tested under in-plane lateral cyclic loading usinga double actuator starting from ±0.01% until ±2.25% with incremental of 0.25% drift. The total number of twenty-four cycles of drift was imposed to RC frame under control displacement method. The visual observations showed that a lot of cracks were concentrated at the corner and exterior beam-column joints where these were the points of transferred the load from top to the bottom of the structure. The ultimate lateral load of 158.48 kN in pushing direction and -126.09 kN in pulling direction was recorded at 2.25% drift. Based on the experimental result, elastic stiffness is 4.04kN/mm, secant stiffness is 1.14kN/mm, effective stiffness is 2.06kN/mm and ductility is 3.51. It can be concluded that the RC moment resistance frame able to withstand minor to moderate earthquake because the value of ductility is ranging between 3 to 6. Asian Research Publishing Network (ARPN) 2017-11 Article NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/20340/1/Seismic%20performance%20of%20single%20bay%20two%20storey%20RC%20frame%20under%20in-plane%20lateral%20cyclic%20loading.pdf Nor Hayati, Hamid and M. I., Adiyanto and M, Mohamad (2017) Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading. Journal of Engineering and Applied Sciences, 12 (22). pp. 6502-6510. ISSN 1819-6608. (Published) http://www.arpnjournals.org/jeas/research_papers/rp_2017/jeas_1117_6514.pdf |
| spellingShingle | TA Engineering (General). Civil engineering (General) Nor Hayati, Hamid M. I., Adiyanto M, Mohamad Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading |
| title | Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading |
| title_full | Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading |
| title_fullStr | Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading |
| title_full_unstemmed | Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading |
| title_short | Seismic Performance of Single Bay Two Storey RC Frame under In-Plane Lateral Cyclic Loading |
| title_sort | seismic performance of single bay two storey rc frame under in plane lateral cyclic loading |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/20340/1/Seismic%20performance%20of%20single%20bay%20two%20storey%20RC%20frame%20under%20in-plane%20lateral%20cyclic%20loading.pdf |
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