Articles
<![CDATA[Aplikasi Weigh in Motion Menggunakan Metode Estimasi Untuk Mengukur Beban dan Kecepatan Kendaraan Bergerak ]]>
<![CDATA[Syarif, Iif Ahmad]]>;
<![CDATA[Muis Prasetia, Abdul]]>
<![CDATA[ Borneo Engineering : Jurnal Teknik Sipil 2019: Volume 3, Nomor 1, Juni 2019 ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil ]]>
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<![CDATA[Humans as users of transportation modes, of course, want the ability of vehicles that are able to carry as much cargo as possible and on the fastest trip. This condition often results in the vehicle carrying the maximum load even exceeding the carrying capacity. On this basis and to maximize the results of data collection in the form of traffic volumes and vehicle loads, it is necessary to attempt to check the load of vehicles or trucks passing through the road without causing queues and congestion. To that can be done using a dynamic weighbridge which utilize methods of Weigh In Motion (WIM). The WIM system is equipped with the ability to measure vehicle loads when the truck runs at a certain speed through sensors placed below the road surface. The results showed that the WIM prototype can measure the speed and weight of the vehicle running successfully, the measurement results of running vehicle loads have an average error of 14.9%.]]>
<![CDATA[Penggunaan Resistivity Meter Berbasis Boost converter Untuk Identifikasi Batuan Dasar Pancang Pondasi Bangunan di Pulau Tarakan ]]>
<![CDATA[Muis Prasetia, Abdul]]>;
<![CDATA[Aidil, Rachmad]]>;
<![CDATA[Faizal, Rahmat]]>
<![CDATA[ Borneo Engineering : Jurnal Teknik Sipil Volume 2, Nomor 2, Desember 2018 ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil ]]>
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DOI: 10.35334/be.v2i2.620
<![CDATA[The strength of the building foundation is strongly influenced by the type of soil layer that used as a foundation laying place. The higher the building to be built, the stronger the foundation to be made. This research was conducted to identify the bedrock of the existing soil layer in Tarakan City by using a boost converter-based resistivity meter with aim to minimize the impact of building damage caused by soil structure. Boost converter is a step-up DC-DC converter. Boost converter is able to produce an output voltage value greater than the input voltage without the need of transformer. The boost converter design is started by determining parameter based on the needs of resistivity meter. Resistivity data acquisition has been conducted at several points in Universitas Borneo Tarakan by using the Schlumberger configuration. Data processing has been done by using a matching curve. The results of the interpretation of the processing of geoelectric data are 4 soil layers with a depth of 12 meters. In the geoelectric estimation investigation area has a type of resistance between 6.08 -169.79 Ohm-meters. The layer that is expected to act as a bedrock is sand at a depth of 13.81 meters and sandstone sand at a depth of ± 8 meters, with these conditions, the construction of a foundation for the construction of lightweight buildings can already be built]]>
<![CDATA[IDENTIFIKASI AKUIFER BAWAH AIR DENGAN KONFIGURASI SCHLUMBERGER MENGGUNAKAN RESISTIVITY METER BERBASIS BOOST CONVERTER DI UNIVERSITAS BORNEO TARAKAN ]]>
<![CDATA[Prasetia, Abdul Muis]]>;
<![CDATA[Prihartanto, Eko Muis]]>;
<![CDATA[Faizal, Rahmat]]>
<![CDATA[ Jurnal Borneo Saintek Vol 2, No 1 (2019) ]]>
Publisher : <![CDATA[LPPM Universitas Borneo Tarakan ]]>
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DOI: 10.35334/borneo_saintek.v2i1.638
<![CDATA[Air merupakan salah satu elemen utama kehidupan makhluk hidup, sehingga semua mahluk hidupsangat memerlukan air. Untuk mencukupi kebutuhan air bersih pada masyarakat dapat menggunakanair hujan, air tanah dan lain-lain, penggunaan sumber air tanah perlu diketahui potensi jumlah maupunmutunya. Penyebaran air tanah dideskripsikan secara vertikal dan horizontal, deskripsi air secarahorizontal dapat dilihat melalui penyebaran formasi geologi yang bertindak sebagai akuifer. Untukmendapatkan kondisi hidrogeologi dan geologi perlu dilakukan kajian dengan menggunakan metodegeolistrik melalui resistivity meter. Berdasarkan latar belakang tersebut, peneliti menerapkankeunggulan boost converter pada desain resistivity meter yang diusulkan. Konfigurasi Elektroda yangditerapkan dalam penelitian ini menggunakan metode Schlumberger dengan parameter yang terukurialah arus listrik (I), beda potensial (V) dan spasi elektroda, sedangkan parameter yang dihitungadalah tahanan jenis (?). Data hasil pengukuran diolah untuk didapatkan penampang model resistivity1 dimensi (1D) bawah permukaan. Berdasarkan hasil eksplorasi geolistrik dan perhitunganperhitungannyamenunjukkan keberadaan akuifer air tanah pada kedalaman 6.54 -56.67 m dengantahanan jenis 36.98 ?m dan perkiraan litologi adalah pasir.]]>
<![CDATA[SWOT ANALYSIS AND TOWS MATRIX E-GOVERNMENT ON TANA TIDUNG CITY OF KALIMANTAN UTARA ]]>
<![CDATA[Rudy, Rudy]]>;
<![CDATA[Prasetia, Abdul Muis]]>
<![CDATA[ Elinvo (Electronics, Informatics, and Vocational Education) Vol 3, No 1 (2018): May 2018 ]]>
Publisher : <![CDATA[Department of Electronic and Informatic Engineering Education, Faculty of Engineering, UNY ]]>
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DOI: 10.21831/elinvo.v3i1.19518
<![CDATA[ABSTRAct Information and Communication Technology (ICT) can improve the speed of information delivery, efficiency, global reach and transparency. One of the efforts to realize good corporate governance (GCG) governance in the era of regional autonomy is to use information and communication technology or popularly called e-Government. The implementation of e-Government the need for master plan information technology as a guide in the integration of information technology in Local Government, e-Government implementation is expected to help improve interaction between government, community and business, so as to encourage political and economic development. In this paper presents the determination of e-Government policy strategy using SWOT analysis method which is considered capable to analyze the relationship or interaction between internal elements, namely strengths and weaknesses, as well as against the external elements of opportunities and threats. Keywords: ICT, SWOT, e-Government.]]>
<![CDATA[IMPLEMENTATION OF SCALAR CONTROL METHOD FOR 3 PHASE INDUCTION MOTOR SPEED CONTROL ]]>
<![CDATA[Prasetia, Abdul Muis]]>;
<![CDATA[Santoso, Hadi]]>
<![CDATA[ Elinvo (Electronics, Informatics, and Vocational Education) Vol 3, No 1 (2018): May 2018 ]]>
Publisher : <![CDATA[Department of Electronic and Informatic Engineering Education, Faculty of Engineering, UNY ]]>
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DOI: 10.21831/elinvo.v3i1.19460
<![CDATA[This paper presents design and implementation of scalar control for 3 phase induction motor. This method leads to be able to adjust the speed of the motor by control the frequency and amplitude of the stator voltage of 3 phase induction motor, the ratio of stator voltage to frequency should be kept constant, which is called as V/F or scalar control of 3 phase induction motor drive. The proposed control system is used to generate control signals to overcome the nonlinear dynamics of 3 phase induction motor. Simulation results show that the 3 phase induction motor is able to track the frequency input shift via inverter with 50 Hz frequency get speed 2090.8 rpm.]]>
<![CDATA[IDENTIFIKASI AKUIFER BAWAH AIR DENGAN KONFIGURASI SCHLUMBERGER MENGGUNAKAN RESISTIVITY METER BERBASIS BOOST CONVERTER DI UNIVERSITAS BORNEO TARAKAN ]]>
<![CDATA[Prasetia, Abdul Muis]]>;
<![CDATA[Prihartanto, Eko Muis]]>;
<![CDATA[Faizal, Rahmat]]>
<![CDATA[ Jurnal Borneo Saintek Vol 2, No 1 (2019) ]]>
Publisher : <![CDATA[LPPM Universitas Borneo Tarakan ]]>
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DOI: 10.35334/borneo_saintek.v2i1.638
<![CDATA[Air merupakan salah satu elemen utama kehidupan makhluk hidup, sehingga semua mahluk hidupsangat memerlukan air. Untuk mencukupi kebutuhan air bersih pada masyarakat dapat menggunakanair hujan, air tanah dan lain-lain, penggunaan sumber air tanah perlu diketahui potensi jumlah maupunmutunya. Penyebaran air tanah dideskripsikan secara vertikal dan horizontal, deskripsi air secarahorizontal dapat dilihat melalui penyebaran formasi geologi yang bertindak sebagai akuifer. Untukmendapatkan kondisi hidrogeologi dan geologi perlu dilakukan kajian dengan menggunakan metodegeolistrik melalui resistivity meter. Berdasarkan latar belakang tersebut, peneliti menerapkankeunggulan boost converter pada desain resistivity meter yang diusulkan. Konfigurasi Elektroda yangditerapkan dalam penelitian ini menggunakan metode Schlumberger dengan parameter yang terukurialah arus listrik (I), beda potensial (V) dan spasi elektroda, sedangkan parameter yang dihitungadalah tahanan jenis (?). Data hasil pengukuran diolah untuk didapatkan penampang model resistivity1 dimensi (1D) bawah permukaan. Berdasarkan hasil eksplorasi geolistrik dan perhitunganperhitungannyamenunjukkan keberadaan akuifer air tanah pada kedalaman 6.54 -56.67 m dengantahanan jenis 36.98 ?m dan perkiraan litologi adalah pasir.]]>
<![CDATA[Treatment Combination Menggunakan Double Layer, Teknik Kompresi dan Perendaman Ultrasonik Pada Pembuatan Photoelektroda Untuk Peningkatan Efesiensi DSSC ]]>
<![CDATA[Santoso, Hadi]]>;
<![CDATA[Prasetia, Abdul Muis]]>
<![CDATA[ Reaktom : Rekayasa Keteknikan dan Optimasi Vol 2 No 2 (2017) ]]>
Publisher : <![CDATA[Universitas Hasyim Asy'ari ]]>
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DOI: 10.33752/reaktom.v2i2.199
<![CDATA[AbstrakTelah dibuat Dye Sensitized Solar Cell (DSSC) yang dapat mengkonversi cahaya menjadi energi listrik denan memanfaatkan Black Dye N-749 sebagai dye sensitizer dan bahan semikonduktor TiO2 sebagai penyusun photoelektroda yang terdeposisi pada kaca ITO dengan luasan 1 cm2. Variasi dilakukan pada proses pembuatan photoelektroda, dimana proses dimulai dari photoelektroda yang dibuat menjadi single/double layer TiO2 yang terdiri dari lapisan nanopartikel pada lapisan dasar, sedangkan lapisan atas tersusun atas partikel berukuran sub-mikro. Proses selanjutnya adalah kompresi mekanik pada lapisan semikonduktor dengan beban 25 kg/satuan luas. Proses diakhiri dengan perendaman photoelektroda dengan tujuan mengadsorpsi partikel dye pada lapisan TiO2. Perendaman dilakukan menggunakan proses ultrasonik dengan waktu 20 detik. Hasilnya menunjukan bahwa setelah dilakukan kombinasi dari ketiga treatment maka efesiensi DSSC mampu meningkat dari 0,028% menjadi 0,040%.Kata Kunci: Dye Sensitized Solar Cell (DSSC); Photoelektroda, Double Layer; Kompresi Mekanik;Perendapam Ultrasonik; Efesiensi Solar SellAbstractDye Sensitized Solar Cell (DSSC) which is able to convert light into electrical energy by using Black Dye N-749 as a dye sensitizer and TiO2 semiconductor material as a photoelectrode has been conducted on 1 cm2 ITO glass area. In the process, photoelectrodes made by variations of single layer and double layer TiO2 which nanoparticles TiO2 as main/base layer and top/second layer is sub-microparticles. In the next process, photoelectrodes was given mechanical compression with a load of 25 kg/unit area. The last process, photoelectrode was dipping in N-749 extracts with ultrasonic process for 20 seconds. The results show that combination of variation DSSC can increase produces efficiency from 0.028% to 0.040%.Keywords: Dye Sensitized Solar Cell (DSSC); Photoelectrode, Double Layer; Mechanical Compresion;Ultrasonic Dipping; Solar Cell efficiency]]>
<![CDATA[Aplikasi Weigh in Motion Menggunakan Metode Estimasi Untuk Mengukur Beban dan Kecepatan Kendaraan Bergerak ]]>
<![CDATA[Iif Ahmad Syarif]]>;
<![CDATA[Abdul Muis Prasetia]]>
<![CDATA[ Borneo Engineering : Jurnal Teknik Sipil Volume 3 Nomor 1 Tahun 2019 ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan ]]>
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DOI: 10.35334/be.v3i1.701
<![CDATA[Humans as users of transportation modes, of course, want the ability of vehicles that are able to carry as much cargo as possible and on the fastest trip. This condition often results in the vehicle carrying the maximum load even exceeding the carrying capacity. On this basis and to maximize the results of data collection in the form of traffic volumes and vehicle loads, it is necessary to attempt to check the load of vehicles or trucks passing through the road without causing queues and congestion. To that can be done using a dynamic weighbridge which utilize methods of Weigh In Motion (WIM). The WIM system is equipped with the ability to measure vehicle loads when the truck runs at a certain speed through sensors placed below the road surface. The results showed that the WIM prototype can measure the speed and weight of the vehicle running successfully, the measurement results of running vehicle loads have an average error of 14.9%.]]>
<![CDATA[Penggunaan Resistivity Meter Berbasis Boost converter Untuk Identifikasi Batuan Dasar Pancang Pondasi Bangunan di Pulau Tarakan ]]>
<![CDATA[Abdul Muis Prasetia]]>;
<![CDATA[Rachmad Aidil]]>;
<![CDATA[Rahmat Faizal]]>
<![CDATA[ Borneo Engineering : Jurnal Teknik Sipil Volume 2 Nomor 2 Tahun 2018 ]]>
Publisher : <![CDATA[Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan ]]>
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DOI: 10.35334/be.v2i2.620
<![CDATA[The strength of the building foundation is strongly influenced by the type of soil layer that used as a foundation laying place. The higher the building to be built, the stronger the foundation to be made. This research was conducted to identify the bedrock of the existing soil layer in Tarakan City by using a boost converter-based resistivity meter with aim to minimize the impact of building damage caused by soil structure. Boost converter is a step-up DC-DC converter. Boost converter is able to produce an output voltage value greater than the input voltage without the need of transformer. The boost converter design is started by determining parameter based on the needs of resistivity meter. Resistivity data acquisition has been conducted at several points in Universitas Borneo Tarakan by using the Schlumberger configuration. Data processing has been done by using a matching curve. The results of the interpretation of the processing of geoelectric data are 4 soil layers with a depth of 12 meters. In the geoelectric estimation investigation area has a type of resistance between 6.08 -169.79 Ohm-meters. The layer that is expected to act as a bedrock is sand at a depth of 13.81 meters and sandstone sand at a depth of ± 8 meters, with these conditions, the construction of a foundation for the construction of lightweight buildings can already be built]]>
