Saloma, Saloma and YAKNI, BILAL and Hanafiah, Hanafiah and NICO, MUHAMMAD OKTA (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 (2). pp. 2108-2114. ISSN 2088-5334
Preview |
Text
ALLPAPER JURNAL INTERNASIONAL 1 HANAFIAH UPLOAD.pdf 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 > TA Engineering (General). Civil engineering (General) > TA1-2040 Engineering (General). Civil engineering (General) > TA169.H37 Reliability (Engineering), Engineering design, Civil engineering |
| Divisions: | 03-Faculty of Engineering > 22201-Civil Engineering (S1) |
| Depositing User: | Hanafiah Hanafiah |
| Date Deposited: | 29 May 2020 03:27 |
| Last Modified: | 29 May 2020 03:27 |
| URI: | http://repository.unsri.ac.id/id/eprint/29431 |
Available Versions of this Item
- Structural Behaviour of Steel Building with Modified X-Braced EBF (Eccentrically Braced Frames) by Pushover Analysis. (deposited 29 May 2020 03:27) [Currently Displayed]
Actions (login required)
 |
View Item |