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The effectiveness of Addition of Infilled Wall Against Earthquake Load in Building Models
Fanny Monika (a*) ; Muhammad Ibnu Syamsi (a, b)

(a) Department of Civil Engineering, Faculty of Engineering, Universitas Muhammadiyah Yogyakarta.
Jl. Lingkar Selatan, Tamantirto, Kasihan, Bantul, Yogyakarta, Indonesia, 55183
Email : fanny.monika.2007[at]ft.umy.ac.id

(b) Ph.D Student in Department of Civil Engineering, National Central University, 32001 Jongli City, Taoyuan County, Taiwan


Abstract

The Yogyakarta region is an area that has quite a high earthquake activity. Meanwhile, the usual earthquake resistant building design ignores the influence of wall stiffness. For this reason, it is necessary to evaluate the structural behavior of earthquake loads, if the infill wall is included in the analysis. This research was conducted at the Postgraduate Building of the Faculty of Medicine, Gadjah Mada University. The purpose of this study is to look for the effect of displacement and interstory drift with additional infill walls. The research was conducted with ETABS software to make the model according to the actual conditions. The earthquake load simulated using equivalent static load and spectrum response. The structure model of the open frame structure building and the infill frame structure are modeled to compare the results. Result analysis shows that interstory drift in the open frame structure model is not safe because it exceeds the permit limit. While the infill frame structure of each floor is still within the range of permit values so that the structure deviation is still in the safe category as required by SNI 1726-2012.

Keywords: Infilled Wall, SNI 1726-2012, open frame structure

Topic: International Symposium of Civil, Environmental, and Infrastructure Engineering

Link: https://ifory.id/abstract/rbeyGKQqcThZ

Conference: The 3rd International Conference on Sustainability and Innovation (ICoSI 2019)

Plain Format | Corresponding Author (Hakas Prayuda)

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