Structural Behaviour of Steel Building with Modified X-Braced EBF (Eccentrically Braced Frames) by Pushover Analysis
| Main Authors: | Saloma, Saloma, YAKNI, BILAL, Hanafiah, Hanafiah, NICO, MUHAMMAD OKTA |
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| Format: | Article PeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
© INSIGHT - Indonesian Society for Knowledge and Human Development
, 2017
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| Subjects: | |
| Online Access: |
https://repository.unsri.ac.id/29431/1/ALLPAPER%20JURNAL%20INTERNASIONAL%201%20HANAFIAH%20UPLOAD.pdf https://repository.unsri.ac.id/29431/ http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=2291 |
Daftar Isi:
- In this paper, modified X-braced EBF steel frame is designed using pushover analysis. This study discussed five models of a steel building with 10 floors. The dimension of each model is 18 m width, 18 m length, and 4 m height. The building has a function as an office in Palembang. The building uses two types of EBF bracing, that is X with a vertical link and horizontal link. The result of the study shows that X bracing, with horizontal link model, has the best effectiveness to increase building stiffness and strength. Model 5 with X Bracing and horizontal link can reduce storey drift to 57.71 %, and drift ratio is 72.38%. By pushover analysis, this model gained the most effective performance point with base shear of 441.67 ton. The performance of the five building models is immediate occupancy (IO).