Comparative analysis and design of tower using diagrid, conventional moment frame and braced frame system of steel structures
The diagrid structure system has become an encouraging alternative for the construction of tall buildings partly because of the aesthetic reason. Structurally, the system also interesting because its diagonal intersecting members are capable of resisting vertical and lateral forces efficiently. This...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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EDP Sciences
2019-01-01
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| Series: | MATEC Web of Conferences |
| Online Access: | https://www.matec-conferences.org/articles/matecconf/pdf/2019/25/matecconf_icancee2019_01026.pdf |
| _version_ | 1818955505011261440 |
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| author | Sukrawa Made Pringgana Gede Diva Tryatra Sanjaya Putu |
| author_facet | Sukrawa Made Pringgana Gede Diva Tryatra Sanjaya Putu |
| author_sort | Sukrawa Made |
| collection | DOAJ |
| description | The diagrid structure system has become an encouraging alternative for the construction of tall buildings partly because of the aesthetic reason. Structurally, the system also interesting because its diagonal intersecting members are capable of resisting vertical and lateral forces efficiently. This research compared the design of steel tower building using diagrid (DIA) system and the more commonly used systems, moment frame (MF) and braced frame (BF). Numerical modelling using finite element software ETABS were conducted to design a 10-story building of 15x15m with total height of 50 meters. The seismic behaviors of all models were compared under the same loading conditions. From the analysis results the DIA model showed superior seismic behavior followed by BF and MF. The DIA model was not only stiffer than the others, but also required smaller volume of steel. |
| first_indexed | 2024-12-20T10:39:07Z |
| format | Article |
| id | doaj.art-6983145f64584ce383a2dcfea2c7114f |
| institution | Directory Open Access Journal |
| issn | 2261-236X |
| language | English |
| last_indexed | 2024-12-20T10:39:07Z |
| publishDate | 2019-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | MATEC Web of Conferences |
| spelling | doaj.art-6983145f64584ce383a2dcfea2c7114f2022-12-21T19:43:35ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012760102610.1051/matecconf/201927601026matecconf_icancee2019_01026Comparative analysis and design of tower using diagrid, conventional moment frame and braced frame system of steel structuresSukrawa Made0Pringgana Gede1Diva Tryatra Sanjaya Putu2Department of Civil Engineering, Universitas UdayanaDepartment of Civil Engineering, Universitas UdayanaDepartment of Civil Engineering, Universitas UdayanaThe diagrid structure system has become an encouraging alternative for the construction of tall buildings partly because of the aesthetic reason. Structurally, the system also interesting because its diagonal intersecting members are capable of resisting vertical and lateral forces efficiently. This research compared the design of steel tower building using diagrid (DIA) system and the more commonly used systems, moment frame (MF) and braced frame (BF). Numerical modelling using finite element software ETABS were conducted to design a 10-story building of 15x15m with total height of 50 meters. The seismic behaviors of all models were compared under the same loading conditions. From the analysis results the DIA model showed superior seismic behavior followed by BF and MF. The DIA model was not only stiffer than the others, but also required smaller volume of steel.https://www.matec-conferences.org/articles/matecconf/pdf/2019/25/matecconf_icancee2019_01026.pdf |
| spellingShingle | Sukrawa Made Pringgana Gede Diva Tryatra Sanjaya Putu Comparative analysis and design of tower using diagrid, conventional moment frame and braced frame system of steel structures MATEC Web of Conferences |
| title | Comparative analysis and design of tower using diagrid, conventional moment frame and braced frame system of steel structures |
| title_full | Comparative analysis and design of tower using diagrid, conventional moment frame and braced frame system of steel structures |
| title_fullStr | Comparative analysis and design of tower using diagrid, conventional moment frame and braced frame system of steel structures |
| title_full_unstemmed | Comparative analysis and design of tower using diagrid, conventional moment frame and braced frame system of steel structures |
| title_short | Comparative analysis and design of tower using diagrid, conventional moment frame and braced frame system of steel structures |
| title_sort | comparative analysis and design of tower using diagrid conventional moment frame and braced frame system of steel structures |
| url | https://www.matec-conferences.org/articles/matecconf/pdf/2019/25/matecconf_icancee2019_01026.pdf |
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