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Gunawan, Firman
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Civil Engineering, Building, Construction & Architecture Computer Science & IT Transportation

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SYSTEMATIC LITERATURE REVIEW PETA KERAWANAN KEIMIGRASIAN BERBASIS SISTEM INFORMASI GEOGRAFIS Samuel Karunia, Ferdyan; Assiroj, Priati; Anung Prabadhi, Isidorus; Gunawan, Firman; Ananda Mustari, Kiki
JATI (Jurnal Mahasiswa Teknik Informatika) Vol. 8 No. 3 (2024): JATI Vol. 8 No. 3
Publisher : Institut Teknologi Nasional Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36040/jati.v8i3.9744

Abstract

Indonesia memiliki kawasan industri terbesar se-Asia Tenggara di Bekasi, Jawa Barat, yang menarik banyak tenaga kerja asing (TKA). Pemetaan keberadaan TKA di Indonesia belum memadai, yang menimbulkan risiko keamanan nasional. Oleh karena itu, penelitian ini bertujuan untuk merancang peta kerawanan keimigrasian berbasis Sistem Informasi Geografis (SIG) guna memperkuat pengawasan dan penegakan hukum terkait keimigrasian. Studi ini menggunakan metodologi PRISMA untuk meninjau literatur yang mengkaji metode dan bahasa pemrograman yang relevan untuk merancang peta kerawanan keimigrasian berbasis SIG. Proses ini melibatkan penetapan kriteria kelayakan artikel, seleksi literatur, pengumpulan data, dan seleksi data. Hasil penelitian menunjukkan variasi metode pengembangan SIG, termasuk agile, prototyping, RAD, dan waterfall. Metode waterfall terbukti efektif dalam bidang keimigrasian dan disiplin ilmu lainnya. Selain itu, bahasa pemrograman PHP berbasis web sering digunakan dalam perancangan sistem informasi geografis. Pengujian yang dilakukan menunjukkan bahwa metode waterfall dan penggunaan bahasa pemrograman PHP memberikan hasil yang akurat untuk mengembangkan peta kerawanan keimigrasian. Studi ini memberikan landasan untuk penelitian lebih lanjut dalam bidang keimigrasian dan menyarankan pengembangan sistem berbasis SIG dalam rangka mendukung penegakan hukum terkait keimigrasian
PASAK KAYU SEBAGAI BAHAN ALTERNATIF ALAT SAMBUNG PADA KONSTRUKSI KAYU Gunawan, Firman; Roberth, Herry Henry; Picauly, Fredy
Journal Agregate Vol. 3 No. 2 (2024): September
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v3i2.2314

Abstract

Pegs are a connecting tool in wood construction that is used as the main material to connect wooden beams with one another wooden beam so that they can be strengthened and united. One of the woods that will be made pegs is merbau wood which is found in Maluku. The research method used is an experimental method carried out through an experiment to obtain information on an object of research. This research was conducted at the Laboratory of the Department of Civil Engineering of Ambon State Polytechnic. The number of specimens used is 9 pieces with a peg diameter of 15 mm and variations in pedestal widths of 20 mm, 30 mm and 40 mm totaling 3 pieces each. Of the three variations of test specimens, there is an average maximum load on each test specimen, namely for a 20 mm pedestal of 15000 N, test specimen 2, a 30 mm pedestal of 16500 N and test specimen 3, a 40 mm pedestal of 17166.67 N and the average shear strength produced is, 42.46 Mpa at a pedestal thickness of 20 mm, 46.71 Mpa for wood thickness of 30 mm,  and 48.59 Mpa for 40 mm wood thickness.
PASAK KAYU SEBAGAI BAHAN ALTERNATIF ALAT SAMBUNG PADA KONSTRUKSI KAYU Gunawan, Firman; Roberth, Herry Henry; Picauly, Fredy
Journal Agregate Vol. 3 No. 2 (2024): September
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v3i2.2314

Abstract

Pegs are a connecting tool in wood construction that is used as the main material to connect wooden beams with one another wooden beam so that they can be strengthened and united. One of the woods that will be made pegs is merbau wood which is found in Maluku. The research method used is an experimental method carried out through an experiment to obtain information on an object of research. This research was conducted at the Laboratory of the Department of Civil Engineering of Ambon State Polytechnic. The number of specimens used is 9 pieces with a peg diameter of 15 mm and variations in pedestal widths of 20 mm, 30 mm and 40 mm totaling 3 pieces each. Of the three variations of test specimens, there is an average maximum load on each test specimen, namely for a 20 mm pedestal of 15000 N, test specimen 2, a 30 mm pedestal of 16500 N and test specimen 3, a 40 mm pedestal of 17166.67 N and the average shear strength produced is, 42.46 Mpa at a pedestal thickness of 20 mm, 46.71 Mpa for wood thickness of 30 mm,  and 48.59 Mpa for 40 mm wood thickness.
Co-Authors Ananda Mustari, Kiki Assiroj, Priati Picauly, Fredy Prabadhi, Isidorus Anung Roberth, Herry Henry Samuel Karunia, Ferdyan