Structures with Added Buckling Restrained Brace Elements
The number of high rise building has increased significantly as supporting infrastructure in many big cities in Indonesia. Most of the high rise buildings in Indonesia are constructed using reinforced concrete (r/c) moment resisting frame systems. However, due to the high seismicity of many of the...
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| Format: | Article |
| Language: | English |
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Electronic Journals for Science and Engineering - International
2018-01-01
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| Series: | Electronic Journal of Structural Engineering |
| Subjects: | |
| Online Access: | https://ejsei.com/EJSE/article/view/223 |
| _version_ | 1797733592418222080 |
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| author | D. Purba I. Imran M. Moestopo A. Watanabe T. Hikino D. Siringoringo |
| author_facet | D. Purba I. Imran M. Moestopo A. Watanabe T. Hikino D. Siringoringo |
| author_sort | D. Purba |
| collection | DOAJ |
| description |
The number of high rise building has increased significantly as supporting infrastructure in many big cities in Indonesia. Most of the high rise buildings in Indonesia are constructed using reinforced concrete (r/c) moment resisting frame systems. However, due to the high seismicity of many of the regions of Indonesia, the use of moment resisting frames as single system, especially for tall buildings, are restricted. This structural system is in general quite flexible, and therefore excessive lateral drifts are experienced under seismic forces. In practice, adding buckling restrained brace (BRB) can be used to limit the lateral drift in high rise buildings. The objective of this paper is to present a study on the use of BRB elements in high rise r/c frame buildings to evaluate their seismic performance. In this paper, a 20 story office building located in a high seismicity region is modeled into two basic distinctions, i.e. building with BRB and without BRB. The adopted system of BRB is UBB (Unbonded Brace) type. The seismic response of the buildings is obtained by conducting non-linear time history analysis with seven scaled ground motions. Then, the performance of these buildings are evaluated and compared. Based on the findings, some recommendations are proposed for the use of BRB in the design of high rise r/c frame buildings located in regions with high seismicity.
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| first_indexed | 2024-03-12T12:30:19Z |
| format | Article |
| id | doaj.art-12117f49ea434215be717b9f83858c83 |
| institution | Directory Open Access Journal |
| issn | 1443-9255 |
| language | English |
| last_indexed | 2024-03-12T12:30:19Z |
| publishDate | 2018-01-01 |
| publisher | Electronic Journals for Science and Engineering - International |
| record_format | Article |
| series | Electronic Journal of Structural Engineering |
| spelling | doaj.art-12117f49ea434215be717b9f83858c832023-08-29T10:25:34ZengElectronic Journals for Science and Engineering - InternationalElectronic Journal of Structural Engineering1443-92552018-01-0118110.56748/ejse.182231Structures with Added Buckling Restrained Brace ElementsD. Purba0I. Imran1M. Moestopo2A. Watanabe3T. Hikino4D. Siringoringo5Bandung Institute of Technology Bandung Institute of Technology Bandung Institute of Technology Nippon Steel and Sumikin Engineering (NSENGI), JapanNippon Steel and Sumikin Engineering (NSENGI), JapanYokohama National University The number of high rise building has increased significantly as supporting infrastructure in many big cities in Indonesia. Most of the high rise buildings in Indonesia are constructed using reinforced concrete (r/c) moment resisting frame systems. However, due to the high seismicity of many of the regions of Indonesia, the use of moment resisting frames as single system, especially for tall buildings, are restricted. This structural system is in general quite flexible, and therefore excessive lateral drifts are experienced under seismic forces. In practice, adding buckling restrained brace (BRB) can be used to limit the lateral drift in high rise buildings. The objective of this paper is to present a study on the use of BRB elements in high rise r/c frame buildings to evaluate their seismic performance. In this paper, a 20 story office building located in a high seismicity region is modeled into two basic distinctions, i.e. building with BRB and without BRB. The adopted system of BRB is UBB (Unbonded Brace) type. The seismic response of the buildings is obtained by conducting non-linear time history analysis with seven scaled ground motions. Then, the performance of these buildings are evaluated and compared. Based on the findings, some recommendations are proposed for the use of BRB in the design of high rise r/c frame buildings located in regions with high seismicity. https://ejsei.com/EJSE/article/view/223DuctilityNon-linear time history analysisPerformance based design |
| spellingShingle | D. Purba I. Imran M. Moestopo A. Watanabe T. Hikino D. Siringoringo Structures with Added Buckling Restrained Brace Elements Electronic Journal of Structural Engineering Ductility Non-linear time history analysis Performance based design |
| title | Structures with Added Buckling Restrained Brace Elements |
| title_full | Structures with Added Buckling Restrained Brace Elements |
| title_fullStr | Structures with Added Buckling Restrained Brace Elements |
| title_full_unstemmed | Structures with Added Buckling Restrained Brace Elements |
| title_short | Structures with Added Buckling Restrained Brace Elements |
| title_sort | structures with added buckling restrained brace elements |
| topic | Ductility Non-linear time history analysis Performance based design |
| url | https://ejsei.com/EJSE/article/view/223 |
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