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INDONESIA
Journal of Global Engineering Research & Science (J-GERS)
ISSN : 28305906     EISSN : 28305814     DOI : https://doi.org/10.56904
Journal of Global Engineering Research & Science (J-GERS) is a peer-reviewed journal covering all areas of science, engineering, and technology. It is published 2 Issues (twice-yearsly) by the Faculty of Engineering and Computer Science (FECS) of Jakarta Global University. The scope of the journal includes the following areas of research: - Informatics Engineering - Electrical Engineering - Civil Engineering - Industrial Engineering - Mechanical Engineering Manuscripts should be written in English and be submitted either online at https://journal.jgu.ac.id/index.php/jgers Informatics Engineering: 1. Computer network design 2. Internet of Things 3. IT management and governance 4. IT-business strategic alignment 5. Multimedia 6. Network security 7. Software Engineering 8. Information Technology 9. Artificial Intelligence 10. Mobile Programming 11. Geographic Information System Electrical Engineering: 1. Microelectronic System 2. VLSI Design 3. Biomedical Instrument 4. Embedded System 5. Robotic 6. Communication Electronic 7. Modulation and Signal Processing 8. Wireless and Mobile Communication 9. Radio Communication 10. Network 11. Electronic Circuits and System 12. Biomedical Sciences and Engineering 13. Power Electronics Civil Engineering: 1. Structural Engineering, 2. Construction Engineering & Management 3. Geotechnical Engineering, 4. Water Resources Engineering, 5. Transportation Engineering 6. Environment Industrial Engineering: 1. Production System 2. Supply Chain Management 3. Ergonomics 4. Industrial Management 5. Project management 6. Engineering and Quality Control Mechanical Engineering: 1. Energy convertion 2. Material 3. Mechanical Design 4. Manufacturing and automation 5. Sustainable Energy 6. Automotive
Articles 37 Documents
Design of Arduino Uno-Based Automatic Object Sorter Belt Conveyor System Using Ultrasonic Sensors Restuasih, Sinta; Gamayel, Adhes; Agustino, Rano
Journal of Global Engineering Research and Science Vol. 1 No. 1 (2022): Journal of Global Engineering Research & Science
Publisher : Jakarta Global University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56904/jgers.v1i1.16

Abstract

Belt conveyor is a fairly simple equipment used to transport load units or bulkmaterials with a large capacity, the tool consists of belts that are resistant tothe transport of solid objects. The sabuk used in this Belt Conveyor is madefrom various types of materials, for example from rubber, plastic, leather ormetal which depends on the type and nature of the material to be transported.The testing process of this tool starts by turning on the Conveyor Belt, therotation on the Conveyor Belt is constant at a speed of 3.1 m / min and thereis no speed setting, the speed of the Conveyor Belt can be known using theTachometer tool and can be calculated manually using the formula v = s / twhere v = speed, s = distance and t = time. When the object is attached to theConveyor Belt the object will run and pass through the Ultrasonic sensor,when the position of the object is directly under the sensor, the sensor willdetect the object based on the height or distance between the sensor and theobject, so that Arduino Uno can carry out the work process of the object fallsinto category A, B or C.
Determination of better insulating oil for power transformer oil application using Analytical Hierarchy Process (AHP) Arief, Yanuar Z.; Abd Hamid, Nazirah; Izzwan Saad, Mohd Hafiez; Al Hakim, Rosyid R
Journal of Global Engineering Research and Science Vol. 1 No. 1 (2022): Journal of Global Engineering Research & Science
Publisher : Jakarta Global University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56904/jgers.v1i1.17

Abstract

The Analytical Hierarchy Process (AHP) which was developed by Saaty is a decision-making tool in the year of 1970s. The system is able to solve the complex analysis which could not be performed by the human brain. In this project, the AHP system is chosen to select a better insulating oil for power transformer oil application since the insulation is the most important part of a transformer. In this research method based on the AHP technique, there are six criteria are involved in the model, namely breakdown voltage, dissipation factor/tan delta, pour point, kinematic viscosity, density, and flash point. While, the given alternatives are palm oil, canola oil, palm fatty acid ester (PFAE) oil, corn oil, sunflower oil, and soybean oil, respectively. A spreadsheet software application (Microsoft Excel) was employed in this study. As the result, it is found that the PFAE oil is the best insulating oil that able to be used in a real power transformer oil application. All requirements as insulating oil for transformer oil of PFAE oil are met significantly.
Steel Structure Analysis of Workshop Facility in PT Pamapersada Nusantara Halim, Mirza Abdul; Rutama, Dedy; Sari, Ribut Nawang
Journal of Global Engineering Research and Science Vol. 1 No. 1 (2022): Journal of Global Engineering Research & Science
Publisher : Jakarta Global University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56904/jgers.v1i1.18

Abstract

Structural planning in every building construction, aims to take into account the ability to withstand the loads that occur. The structural elements must be designed and calculated based on the appropriate combination of standard loads. Workshop facility project at PT. Pamapersada Nusantara uses a steel structure with steel profiles for columns and beams. The function of the steel profile as a cross section of the structure is very important, for that it is necessary to analyse and design the right steel profile for the structural elements of steel columns and beams at the Workshop Facility Project of PT. Pamapersada Nusantara. The method used in this research is based on a case study on the object of research in the project. This building structure planning was analysed using a computer-based structural calculation program, namely the SAP2000 v.22 program, referring to SNI 1729-2020 concerning Procedures for Planning Steel Structures for Buildings and SNI 1726:2019 Procedures for Planning Earthquake Resistance for Building Structures and Non-Building and SNI 1727:2020 Minimum Load for Design of Buildings and Other Structures and Indonesian Loading Regulations for Buildings (PPIUG 2019). The result of structure analysis using SAP2000 V.22, indicates that there are no failed frames/structures with structural susceptibility > 1.0 (red) meaning that they are unable to carry the load that will occur. Meanwhile, frames/structures < 1.0 (grey, blue, green, yellow, orange) mean that they are capable of bear the brunt of what is to come.
Superstructure Planning of 21 Floor Swasana Building Anami Tower B Klapa Village Project Yosefus Sirie, Ambrosius
Journal of Global Engineering Research and Science Vol. 1 No. 2 (2022): Journal of Global Engineering Research & Science
Publisher : Jakarta Global University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56904/jgers.v1i2.19

Abstract

The structural planning of building construction is needed to get the mosteffective and efficient dimensions and configuration of the structure. Planninga building structure located in an earthquake-prone area must be plannedaccording to standards, is strong, and is earthquake-safe. The Planning of theSuperstructure of the Swasana Building 21 Floors Anami Tower B the KlapaVillage Project refers to the Procedures for Planning for Concrete Structuresand Buildings of SNI 2847-2019, and the Standards for Planning EarthquakeResistance for Building Structures of SNI 1726-2019. Planning of theSuperstructure of the 21-Story Swasana Building Tower B of the KlapaVillage project uses Etabs V.17 software which includes the planning ofbeams, columns, and floor slabs. Loads that are reviewed for the design ofstructural elements are dead load, live load, and earthquake load.
Planning Earthquake-Resistant Upper Building Structures With Moment Grabbing Frame System In The Mardhika Park Apartment Building 20 Floors Tambun – Bekasi Muhlisin, Holis; Sari, Ribut Nawang; Sukatja
Journal of Global Engineering Research and Science Vol. 1 No. 2 (2022): Journal of Global Engineering Research & Science
Publisher : Jakarta Global University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56904/jgers.v1i2.20

Abstract

Indonesia is an area with a high level of vulnerability to earthquake disasters, where this earthquake has caused a lot of losses and damage to building structures. Therefore, to reduce the risk due to the earthquake, it is necessary to plan earthquake-resistant building structures. The structural planning of building construction is needed to get the most effective and efficient dimensions and configuration of the structure. Collapsed buildings that are not strong enough to withstand lateral loads caused by the earthquake have resulted in significant loss of property and even lives. The purpose of writing this thesis is to design an earthquake-resistant Mardhika Park Apartment Building with a moment-resisting frame system (SRPM) which is planned in accordance with SNI 1726:2019 Earthquake (Earthquake Resistance Planning Procedures for Building and Non-Building Structures), SNI 2847 for Reinforced Concrete: 2019 (Requirements for structural concrete for buildings and their explanations), and the loading in accordance with SNI 1727:2020 for (Minimum Loads for Design of Buildings and Other Structures). The structural design of the Mardhika Park Apartment Building includes the design of this superstructure which includes columns, beams, and floor plates. Then the loads that are reviewed for structural element planning are dead, live, and earthquake loads. To assist in calculating the structure is also used Software "SAP2000 " to facilitate the calculation of the structure.
Planning of Development Upper Structure of the Rorotan Labor Intensive Flats North Jakarta Winanto
Journal of Global Engineering Research and Science Vol. 1 No. 2 (2022): Journal of Global Engineering Research & Science
Publisher : Jakarta Global University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56904/jgers.v1i2.21

Abstract

The planning for this 16-storey building is a re-planning of the constructionproject for the Padat Karya Flats located in Rorotan, North Jakarta. Thisbuilding planning is carried out based on the procedure for calculatingconcrete structures for buildings (SNI 2847:2019). The data for this buildingplan was obtained from the architect planning the construction of the RorotanSolid Work Flats. The design of the superstructure includes the planning ofslab, beam and column elements; The scope of the discussion includescalculation of loading, calculation of initial dimensions, ETABS analysis,control of analysis results, final dimension design and reinforcement, designdrawings. The material used is reinforced concrete with a concrete quality offc'35 Mpa fc’40 Mpa and fy 420 Mpa. The basics of planning refer to SNI2847:2019 Procedures for Planning Concrete Structures for Buildings. AndSNI 1726:2019 Earthquake Resistance Planning for Building Structures.Structural analysis using ETABS program with dynamic analysis of ResponseSpectrum.The keyword Multi-storey building, planning, superstructure, slab,column, beam.
The structural planning of the girder pci girder spanning 25.90 m Pier 20-21 on the Cimanggis - Cibitung Cctw 2 Toll Road Project Islami, Syella Surviyanda
Journal of Global Engineering Research and Science Vol. 1 No. 2 (2022): Journal of Global Engineering Research & Science
Publisher : Jakarta Global University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56904/jgers.v1i2.22

Abstract

This Bridge Structure Planning is a development which is located on the main road in the MM2100 area. With this planning aims to overcome the problem of congestion in this location. The girder planning with a span length of 25.90 meters was built using Precast Concrete I Girder. The required technical data is the span’s length, the road’s width, and the road’s class. The basis for planning this bridge refers to the regulations of SNI 1725: 2016, SNI 2833: 2016, and SNI 2847: 2019. The calculated loads are dead, live, traffic, and environmental. In this plan, the Microsoft Excel program is used to facilitate the analysis of the PCI-Girder structure. The result of this plan is to get the shape and dimensions of the long-span PCI Girder that supports the load acting on the bridge structure to obtain a safe bridge structure.
IoT-based pesticide distribution control system with photometric sensor frameworkIoT-based pesticide distribution control system with photometric sensor framework Al Hakim, Rosyid R; Islami, Ichsani Nurul; Ropiudin; Pangestu, Agung; Jaenul, Ariep; Arief, Yanuar Z.; Hidayah, Hexa Apriliana
Journal of Global Engineering Research and Science Vol. 1 No. 2 (2022): Journal of Global Engineering Research & Science
Publisher : Jakarta Global University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56904/jgers.v1i2.23

Abstract

The use of pesticides is often given under extreme conditions. The excess use of these pesticides can harm both the farmers directly and the affected environment; this is the impact of the uncontrolled use of pesticides. There is a need for a control system to control the distribution of pesticides on agricultural land. This article seeks to provide a control system design for controlling the distribution of pesticides by utilizing photometric technology integrated with the internet of things (IoT). The control system is designed automatically with a sensing system or an operating record. It is expected to be able to disseminate the correct use of pesticides to achieve production efficiency. This study provides a design of an automatic control system for pesticide distribution IoT-based. We use a photometric sensor to control the pesticide distribution. Future work can be implemented for prototype work due to smart farming to control pesticide distribution automatically.
Comparison of The Use of Type V and Type I Cement with Fly ash as Cementitious in Concrete against Chloride Ion Penetration using The Accelerated Method Afippullah; Barnas, Edi; Soemardi, Silviati; Kusumo, Raden Sri Nugroho W.; Al Hakim, Rosyid R.
Journal of Global Engineering Research and Science Vol. 2 No. 1 (2023): Journal of Global Engineering Research & Science (J-GERS)
Publisher : Jakarta Global University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56904/j-gers.v2i1.38

Abstract

Concrete is a composite material of several rock materials glued together by a binder. Concrete is formed from mixed aggregates (fine and coarse) and added with cement paste. This research was conducted by making concrete test objects by comparing normal type I cement concrete, concrete with added materials fly ash cement type I, and normal concrete type V in the form of a cube with a size of 15 x 15 x 15 cm for testing compressive strength and a measure of 5 x 10 cm for testing chloride ion penetration also porosity testing. This study indicates that the addition of fly ash 40% (Mix II) has a compressive strength above normal type V cement concrete (Mix III), adds resistance, and reduces the passing current and the voids in the concrete are less than normal type I cement concrete. However, it is less than normal type V cement concrete (Mix III) and is more economical than normal type V cement concrete (Mix III), normal concrete of both types of cement (Mix I and Mix II).
Effect of Additive Addition on RAP (Reclaimed Asphalt Pavement) as an Aggregate Substitution Against the Upper Surface Layer of The Road Erwanto, Heri; Choiri, Aulia
Journal of Global Engineering Research and Science Vol. 2 No. 1 (2023): Journal of Global Engineering Research & Science (J-GERS)
Publisher : Jakarta Global University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56904/j-gers.v2i1.39

Abstract

As development in the field of infrastructure increases, it will require more materials of natural origin. The availability of materials from nature will be reduced and more limited. Meanwhile, the construction of infrastructure continues to run every year for the improvement and comfort of the community. With this, the importation of goods will also increase, especially for bulk asphalt materials, and it is possible that later the stone that becomes one of the main materials for hot asphalt mixture will also bring in from abroad. If waste from peeled asphalt (RAP) can be reused, it will automatically reduce the use of materials from nature and reduce import activities of goods which results in reduced state expenditure. The thesis task will discuss the reuse of peeled asphalt (milling) on the highway, starting from the benefits of RAP, the advantages of RAP, testing RAP materials and new materials, and how to produce RAP asphalt at the Asphalt Mixing Plant. The composition of the RAP used is 60% with SW1 rejunevile material of 3.8%, the addition of new aggregates of 40%, and the addition of new asphalt of 3.3%. The results of the compaction experiment in the field (trial compaction) which will be used for work reference are initial compaction (tandem roller 2 passing), intermediate compaction (tire roller 16 passing), and final compaction (tandem roller 1 passing), and the resulting density of hot mix beds of 98.36%.

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