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All Journal Rekayasa Sipil GANESHA: Jurnal Pengabdian Masyarakat Komunita: Jurnal Pengabdian dan Pemberdayaan Masyarakat Serambi Engineering Jurnal Pengabdian Kepada Masyarakat Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK)
Yehezkiel Septian Yoganata
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Journal : Serambi Engineering

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Analisis Nilai Tegangan Terhadap Variasi Cekungan pada Pelat Baja Menggunakan Finite Element Method Yoganata, Yehezkiel Septian; Purwitasari, Kartika; Cahyani, Kharisma Nur; Fajarwati, Anisah Nur
Jurnal Serambi Engineering Vol. 10 No. 2 (2025): April 2025
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

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The need for high-rise buildings is increasing as land is limited. Buildings made of steel materials are very good at resisting lateral forces. It is very necessary to analyze the mechanical properties of steel to know that the material can effectively resist the load. Modeling of steel plate material with width of 10 mm, thickness of 1 mm and height of 20 mm. Modeling was done using the Abaqus program with four variations of shell radius 0.01, 0.05, 0.1, and 0.2. Von Mises (tensile) stress results were obtained at the horizontal position of the basin at points A (radius point), B (center), and C (edge). For all modeling variations, the highest stress is at point A and then the stress value decreases to point B and then to point C. The most significant difference in value at each point is obtained for a radius variation of 0.2 with the value of each point A = 2.24059 MPa, B = 1.02566, and C = 0.64195. The steel plate variation with a radius of 0.2 has the largest deformation compared to the other variations. It can be concluded that the steel plate with a radius of 0.2 is more likely to be damaged. In the maximum principal stress value, the 0.2 radius variation also has the largest value compared to other variations.
Analisis Struktur Omah Saka Papat di Blitar Terhadap Risiko Beban Gempa Yoganata, Yehezkiel Septian; Fajarwati, Anisah Nur; Kurniawan, Achendri M.; Rahman, Aulia; Cahyani, Kharisma Nur
Jurnal Serambi Engineering Vol. 10 No. 3 (2025): Juli 2025
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

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Omah Saka Papat is a traditional Javanese architectural structure. It is characterized by four main wooden pillars (saka guru). These pillars reflect the structure's adaptability to environmental conditions. This includes earthquake risks. This study will analyze the structural strength of Omah Saka Papat under seismic and self-weight loads. The saka guru is a critical element of this analysis. STAAD Pro v8i software and the response spectrum method were used to calculate internal forces and evaluate the capacity of teak wood as the primary material. The findings indicate that the combined compressive stress of 123.34 kg/cm² and shear stress of 0.83 kg/cm² are both below the allowable limits of 150.75 kg/cm² and 20.1 kg/cm², respectively. Structural joints using 12.7 mm diameter bolts satisfy the required strength criteria, with a minimum of four bolts per joint. Omah Saka Papat's structural integrity is proven. It's an earthquake-resistant construction that preserves aesthetic and cultural values. Integrating traditional design principles with modern technology provides a sustainable construction model adaptable to natural disasters. These results will undoubtedly contribute to the development of locally inspired, earthquake-resistant construction technologies suitable for seismic-prone regions.
Co-Authors Achendri M. Kurniawan Anisah Nur Fajarwati Ardiansyah, Renaldi Aulia Rahman Aulia Rahman Ayisya Cindy Harifa Cahyani, Kharisma Nur Harifah, Ayisya Cindy Indah Ria Riskiyah, Indah Ria Kartika Purwitasari Maghfiroh, Rofila El MIFTAKHUL JANNAH Novita Anggraini Rahmawan, fauzi Akbar Rif'atul Khusniah Rif'atul Khusniah Safitri, Mona Shinta Sari, Nur Laily Lupita