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 (Similarity). Turnitin Universitas Sriwijaya. (Unpublished)
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I.1-SIMILARITY_FEDERICO_Structural Behaviour of Steel Building with Modified X-Braced EBF (Eccentrically Braced Frames) by Pushover Analysis.pdf Download (2MB) | 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: | Other |
|---|---|
| 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) #3 Repository of Lecturer Academic Credit Systems (TPAK) > Results of Ithenticate Plagiarism and Similarity Checker |
| Divisions: | 03-Faculty of Engineering > 22101-Civil Engineering (S2) 03-Faculty of Engineering > 22201-Civil Engineering (S1) |
| Depositing User: | Ir. Yakni Idris, MSc |
| Date Deposited: | 30 Dec 2021 02:28 |
| Last Modified: | 30 Dec 2021 02:28 |
| URI: | http://repository.unsri.ac.id/id/eprint/59424 |
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