PERFORMANCE OF REDUCED BEAM SECTION IN CASTELLATED BEAM SUBJECTED TO CYCLIC LOADING
The study used an experimental test to analyse the performance of Reduced Beam Section (RBS) on castellated beam column with exterior connection structure model subjected to cyclic load gradually until collapse. The study used two specimens, which were models with and without RBS. The experiment was...
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| Format: | Article |
| Language: | English |
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Taylor's University
2018-09-01
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| Series: | Journal of Engineering Science and Technology |
| Subjects: | |
| Online Access: | http://jestec.taylors.edu.my/Vol%2013%20issue%209%20September%202018/13_9_17.pdf |
| _version_ | 1811284900299407360 |
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| author | NINI HASRIYANI ASWAD HERMAN PARUNG RITA IRMAWAT A. ARWIN AMIRUDDIN |
| author_facet | NINI HASRIYANI ASWAD HERMAN PARUNG RITA IRMAWAT A. ARWIN AMIRUDDIN |
| author_sort | NINI HASRIYANI ASWAD |
| collection | DOAJ |
| description | The study used an experimental test to analyse the performance of Reduced Beam Section (RBS) on castellated beam column with exterior connection structure model subjected to cyclic load gradually until collapse. The study used two specimens, which were models with and without RBS. The experiment was aimed to evaluate the performance of castellated beam structure with and without RBS affected by the position of castellated beam opening and RBS position on the beam-to-column connection. The results show that the maximum drift ratios of the specimens without RBS (WRBSC) and RBSC-1 were 3.2% and 3.15%, respectively. Meanwhile, the respective ductility performance was 2.45 and 2.56 while the respective stiffness was 0.09 and 0.08. |
| first_indexed | 2024-04-13T02:36:31Z |
| format | Article |
| id | doaj.art-2c5ef7a759ae44ecb31e46475ef4ba76 |
| institution | Directory Open Access Journal |
| issn | 1823-4690 |
| language | English |
| last_indexed | 2024-04-13T02:36:31Z |
| publishDate | 2018-09-01 |
| publisher | Taylor's University |
| record_format | Article |
| series | Journal of Engineering Science and Technology |
| spelling | doaj.art-2c5ef7a759ae44ecb31e46475ef4ba762022-12-22T03:06:21ZengTaylor's UniversityJournal of Engineering Science and Technology1823-46902018-09-0113928722882PERFORMANCE OF REDUCED BEAM SECTION IN CASTELLATED BEAM SUBJECTED TO CYCLIC LOADINGNINI HASRIYANI ASWAD0HERMAN PARUNG1RITA IRMAWAT2A. ARWIN AMIRUDDIN3Student at Doctoral Program in Civil Engineering, Universitas Hasanuddin. Jl. Poros Malino km. 6, Kampus Teknik Gowa, IndonesiaLecturer at Department of Civil Engineering, Universitas Hasanuddin, Jl. Poros Malino km. 6, Kampus Teknik Gowa, IndonesiaLecturer at Department of Civil Engineering, Universitas Hasanuddin, Jl. Poros Malino km. 6, Kampus Teknik Gowa, IndonesiaLecturer at Department of Civil Engineering, Universitas Hasanuddin, Jl. Poros Malino km. 6, Kampus Teknik Gowa, IndonesiaThe study used an experimental test to analyse the performance of Reduced Beam Section (RBS) on castellated beam column with exterior connection structure model subjected to cyclic load gradually until collapse. The study used two specimens, which were models with and without RBS. The experiment was aimed to evaluate the performance of castellated beam structure with and without RBS affected by the position of castellated beam opening and RBS position on the beam-to-column connection. The results show that the maximum drift ratios of the specimens without RBS (WRBSC) and RBSC-1 were 3.2% and 3.15%, respectively. Meanwhile, the respective ductility performance was 2.45 and 2.56 while the respective stiffness was 0.09 and 0.08.http://jestec.taylors.edu.my/Vol%2013%20issue%209%20September%202018/13_9_17.pdfCastellated beamCyclic loadDrift ratioRBS. |
| spellingShingle | NINI HASRIYANI ASWAD HERMAN PARUNG RITA IRMAWAT A. ARWIN AMIRUDDIN PERFORMANCE OF REDUCED BEAM SECTION IN CASTELLATED BEAM SUBJECTED TO CYCLIC LOADING Journal of Engineering Science and Technology Castellated beam Cyclic load Drift ratio RBS. |
| title | PERFORMANCE OF REDUCED BEAM SECTION IN CASTELLATED BEAM SUBJECTED TO CYCLIC LOADING |
| title_full | PERFORMANCE OF REDUCED BEAM SECTION IN CASTELLATED BEAM SUBJECTED TO CYCLIC LOADING |
| title_fullStr | PERFORMANCE OF REDUCED BEAM SECTION IN CASTELLATED BEAM SUBJECTED TO CYCLIC LOADING |
| title_full_unstemmed | PERFORMANCE OF REDUCED BEAM SECTION IN CASTELLATED BEAM SUBJECTED TO CYCLIC LOADING |
| title_short | PERFORMANCE OF REDUCED BEAM SECTION IN CASTELLATED BEAM SUBJECTED TO CYCLIC LOADING |
| title_sort | performance of reduced beam section in castellated beam subjected to cyclic loading |
| topic | Castellated beam Cyclic load Drift ratio RBS. |
| url | http://jestec.taylors.edu.my/Vol%2013%20issue%209%20September%202018/13_9_17.pdf |
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