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All Journal BERKALA SAINSTEK Rekayasa Sipil BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil SIKLUS: Jurnal Teknik Sipil Jurnal Teknika
Ketut Aswatama Wiswamitra
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Jember
Agriculture, Biological Sciences & Forestry Biochemistry, Genetics & Molecular Biology Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Electrical & Electronics Engineering Engineering Mathematics Physics Transportation

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Journal : BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil

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Behavior of Earthquake Resistant Building Structure with Variation of Shear Wall Position in Jamboo Jember Hotel Building Octavia, Vita Sania; Wiswamitra, Ketut Aswatama; Krisnamurti
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 2 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (July 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i2.10902

Abstract

In the planning of earthquake-resistant buildings, earthquake loads must be taken into account so that the building does not move laterally, which can result in weak structural strength points. The amount of deviation can indicate the amount of internal structural forces in the building that can affect safety and comfort factors. One way to increase the strength of the building structure is to use additional structural components, namely shear walls. This study aims to explain the differences that occur in building structures due to deviation behavior. To do this, a dual system and moment-bearing frame system are used to model the building. In this study, the method used is the analysis of the structural deviation that occurs compared to the allowable deviation for three shear wall placement models. Based on the analysis that has been done, the addition of shear walls can increase lateral strength and can withstand existing earthquake loads. In addition, among the three shear wall placement models applied, model two proved to be more effective to apply.
Co-Authors Auliya Amir, Ahmad Yusron Dhita Agustin Dwi Nurtanto Erno Widayanto Erno Widayanto, Erno Hesty Auliya Dewi Hudha Yuka Mahendra Jojok Widodo Soetjipto Krisnamurti Krisnamurti Ma'arif, Achmad Zakaria Muhammad Amri Imaduddin Maghribi Mustika Hari, Hanisya Indah Octavia, Vita Sania Ratu Adila Rizky Miftahul Willy Kriswardhana