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All Journal Jurnal Pembangunan Wilayah dan Kota BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Kedaton, Kadek Hindhu Putra
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Civil Engineering, Building, Construction & Architecture Transportation

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Journal : BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil

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Perbandingan Metode Beban Seismik Statis Ekuivalen, Spektrum Respons, dan Riwayat Waktu pada Kubah Yasa, P. Adi; Kedaton, Kadek Hindhu Putra; Prayoga, Made Hendra; Bhisama, Ida Bagus Prastha
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 1 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (January 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i1.10154

Abstract

Dome structures are known to have good seismic resistance. However, the Indonesian National Standard (SNI) does not extensively discuss the earthquake loading methods that can be used as references in designing dome structure elements. This study aims to identify the most appropriate earthquake loading method for buildings with a dome shape. Several earthquake loading methods are compared, including equivalent static analysis, spectral response, and time history. A case study is used, involving a dome structure with a span of 60 meters, a height of 30 meters, and made of A36 steel. The earthquake source location is taken from Denpasar, Bali. The analysis includes base shear, deformation comparison, and internal forces for all three loading methods. The results show differences in structural responses between the equivalent static, response spectrum, and time history methods. The response spectrum method is considered more suitable for dome structure modeling in terms of safety, while the equivalent static method is more appropriate for practical considerations and ease of design.
Co-Authors Annilda, Fitria Bhisama, Ida Bagus Prastha Cahyani, Kadek Desylia Made Hendra Prayoga, Made Hendra Mawiti Infantri Yekti Sudiartama, I Gede Agus Yasa, P. Adi