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Submitted
26 January 2022
Accepted
31 May 2022
Published
18 June 2022
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Abstract

Earthquake shocks generally cause the biggest shocks in building structures. Earthquake waves, generated by an earthquake event, are the main cause of this shaking. A new building of the Faculty of Law, Islamic University of Indonesia, was selected for this research to evaluate the effect of earthquake shaking on the structural response. A developed time history-based artificial earthquake ground motion was used in the structural analysis. Furthermore, the time history was developed based on spectral matching with target spectra derived from a probabilistic seismic hazard analysis. This analysis results in the building structure's seismic response, which is then evaluated based on the parameters set by the earthquake standards/regulations for buildings. This building is relatively safe against design earthquake shocks based on the results.

Keywords

Gerakan tanah gempa Time history Probabilistik Respon struktur

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Author Biography

Lalu Makrup, Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia, Yogyakarta, Indonesia

Scopus ID : 57191708529

https://www.scopus.com/authid/detail.uri?authorId=57191708529

How to Cite
Erlangga, W., Makrup, L., Musthofa, M., & Suharyatmo. (2022). EVALUASI STRUKTUR GEDUNG FAKULTAS HUKUM UNIVERSITAS ISLAM INDONESIA YOGYAKARTA BERDASARKAN PERCEPATAN GEMPA YANG DIHITUNG SECARA PROBABILISTIK. Teknisia, 27(1), 34–45. https://doi.org/10.20885/teknisia.vol27.iss1.art4
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