Structural Behaviour of Steel Building with Modified X-Braced EBF (Eccentrically Braced Frames) by Pushover Analysis

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 (6). pp. 2108-2114. ISSN 2088-5334

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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: 01 Dec 2021 09:00
Last Modified: 01 Dec 2021 09:00
URI: http://repository.unsri.ac.id/id/eprint/58120

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