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All Journal RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi Journal of Innovative and Creativity RADIAL: Jurnal Peradaban Sains, Rekayasa dan Teknologi
Rachman , Ari Putra
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Civil Engineering, Building, Construction & Architecture Education Electrical & Electronics Engineering Engineering Environmental Science Languange, Linguistic, Communication & Media Mathematics Mechanical Engineering Social Sciences Other

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PERBANDINGAN ANALISA STRUKTUR DINDING GESER DAN SRPMK PADA GEDUNG 8 LANTAI Ibrahim, Hasan; Rachman , Ari Putra; Tome, Nurhediyati
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 13 No. 1 (2025): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v13i1.538

Abstract

The advancement of technology in society has significantly impacted urban development, particularly in Gorontalo Province, leading to increased mobility and activity among residents. This has resulted in the growth of residential buildings, places of worship, educational institutions, and shopping centers, with structures increasingly expanding vertically due to population growth. This study aims to compare the structural analysis of an 8-story reinforced concrete building using two lateral load-resisting systems: the Shear Wall System and the Special Moment-Resisting Frame (SMRF) System, analyzed using ETABS software. The findings reveal distinct structural behaviors between the two systems. The shear wall system exhibited a maximum inter-story drift of 38.367 mm in the x-direction and 7.840 mm in the y-direction, while the SMRF system showed 23.272 mm (x-direction) and 37.492 mm (y-direction). The most notable difference was observed in the y-direction, where the shear wall system demonstrated significantly lower drift values compared to the SMRF system. This indicates that the shear wall system provides better resistance to lateral displacements in high-rise buildings under similar conditions.
PERBANDINGAN ANALISA STRUKTUR DINDING GESER DAN SRPMK PADA GEDUNG 8 LANTAI Ibrahim, Hasan; Rachman , Ari Putra; Tome, Nurhediyati
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 13 No. 1 (2025): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v13i1.538

Abstract

The advancement of technology in society has significantly impacted urban development, particularly in Gorontalo Province, leading to increased mobility and activity among residents. This has resulted in the growth of residential buildings, places of worship, educational institutions, and shopping centers, with structures increasingly expanding vertically due to population growth. This study aims to compare the structural analysis of an 8-story reinforced concrete building using two lateral load-resisting systems: the Shear Wall System and the Special Moment-Resisting Frame (SMRF) System, analyzed using ETABS software. The findings reveal distinct structural behaviors between the two systems. The shear wall system exhibited a maximum inter-story drift of 38.367 mm in the x-direction and 7.840 mm in the y-direction, while the SMRF system showed 23.272 mm (x-direction) and 37.492 mm (y-direction). The most notable difference was observed in the y-direction, where the shear wall system demonstrated significantly lower drift values compared to the SMRF system. This indicates that the shear wall system provides better resistance to lateral displacements in high-rise buildings under similar conditions.
Analisis Dampak Hambatan Samping di Ruas Jalan Jendral Sudirman Segmen RRI – UNG terhadap Biaya Operasional Kendaraan Nia Fadhila Nur; Rachman , Ari Putra; Tome, Nurhediyati
Journal of Innovative and Creativity Vol. 5 No. 3 (2025)
Publisher : Fakultas Ilmu Pendidikan Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/joecy.v5i3.3767

Abstract

Kemacetan lalu lintas di kawasan perkotaan Indonesia semakin kompleks seiring pertumbuhan jumlah kendaraan bermotor yang tidak sebanding dengan kapasitas jalan. Salah satu penyebab utama penurunan kinerja jalan adalah hambatan samping (side friction), yaitu aktivitas di sekitar badan jalan seperti parkir sembarangan, kendaraan keluar-masuk area samping, pejalan kaki, dan kendaraan lambat. Penelitian ini bertujuan menganalisis dampak hambatan samping terhadap Biaya Operasional Kendaraan (BOK) di ruas Jalan Jendral Sudirman segmen RRI–UNG, Kota Gorontalo. Metode penelitian dilakukan melalui survei volume lalu lintas, kecepatan kendaraan, dan inventarisasi hambatan samping. Data dianalisis menggunakan Pedoman Kapasitas Jalan Indonesia (PKJI, 2023) dan model Highway Design and Maintenance Vehicle Operating Cost (HDM-VOC). Hasil menunjukkan bahwa tingkat hambatan samping pada jam puncak termasuk kategori tinggi, dengan dominasi aktivitas parkir dan keluar-masuk kendaraan. Kondisi ini menyebabkan penurunan kecepatan rata-rata menjadi 34,18 km/jam dan menurunkan tingkat pelayanan jalan hingga LOS D. Dampaknya, BOK kendaraan meningkat signifikan, yaitu Rp 12.378,3/km dibandingkan kondisi tanpa hambatan samping sebesar Rp 1.077,3/km. Temuan ini menegaskan perlunya strategi pengendalian hambatan samping sebagai upaya efisiensi transportasi perkotaan.
Co-Authors Hasan Ibrahim Nia Fadhila Nur Tome, Nurhediyati