Idris, Yakni and Saloma, Saloma and Hanafiah, Hanafiah and Federico, Federico (2017) Structural Behaviour of Steel Building with Modified X-Braced EBF (Eccentrically Braced Frames) by Pushover Analysis. International Journal on Advanced Science, Engineering and Information Technology, 7 (6). pp. 2108-2114. ISSN 2088-5334
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IJASEIT Vol.7 (2017) No. 6 Yakni Idris, Saloma, Hanafiah, Federico.pdf - Published Version Download (1MB) | Preview |
Abstract
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).
| Item Type: | Article |
|---|---|
| Subjects: | T Technology > T Technology (General) > T1-995 Technology (General) > T51 Tables Cf. TA151 Engineering (General) Cf. TA635 Structural engineering (General) Cf. TH151 Building (General) Cf. TH434+ Estimates, quantities and cost (Building) |
| Divisions: | 03-Faculty of Engineering > 22101-Civil Engineering (S2) 03-Faculty of Engineering > 22201-Civil Engineering (S1) |
| Depositing User: | Saloma Hasyim |
| Date Deposited: | 04 Jun 2021 11:32 |
| Last Modified: | 04 Jun 2021 11:32 |
| URI: | http://repository.unsri.ac.id/id/eprint/47461 |
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