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Contact Name
Lundu Naibaho
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ihsapub@gmail.com
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+6281360000891
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ihsapub@gmail.com
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Romeby Lestari Housing Complex Blok C Number C14, North Sumatra, Indonesia
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INDONESIA
Jurnal Mekintek : Jurnal Mekanikal, Energi, Industri, Dan Teknologi
Published by Ihsa Institute
ISSN : 20867026     EISSN : 28087372     DOI : https://doi.org/10.35335/mekintek
Jurnal Mekintek : Jurnal Mekanikal, Energi, Industri, Dan Teknologi is a scientific journal that aims to participate in developing the scientific field of Mechanical, Energy, Industrial And Technology, contains the results of research and theoretical study from lecturers, researchers and industry practitioners. Jurnal Mekintek : Jurnal Mekanikal, Energi, Industri, Dan Teknologi is administered by the IHSA Institute. Jurnal Mekintek : Jurnal Mekanikal, Energi, Industri, Dan Teknologi published twice a year, in April and October. Editors receive scientific articles or papers containing the results of research, literature review, or review activity that is closely related to the field of Mechanical, Energy, Industrial And Technology.
Articles 66 Documents
Accounting Information System for Depreciation of State Property Using the Straight Line Method at KPP Pratama Medan Timur Rangkuti, Siti Aisyah
Jurnal Mekintek : Jurnal Mekanikal, Energi, Industri, Dan Teknologi Vol. 14 No. 1 (2023): April: Mechanical, Energy, Industrial And Technology
Publisher : IHSA Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35335/mekintek.v14i1.206

Abstract

Accounting Information System (AIS) is a system that aims to collect data and report information relating to financial transactions. Fixed Assets are tangible goods belonging to the company which are relatively permanent in nature and are used in the normal activities of the company, not for sale and purchase. In this system an application will be designed to calculate the depreciation of state property using the straight-line method using the Microsoft Visual Basic 2008 programming language and the Microsoft SQL Server 2005 database. accurate..
Design and Build of a 24-hour Open Pharmacy Geographic Information System in Medan City Pasaribu, Siti Emi Triana
Jurnal Mekintek : Jurnal Mekanikal, Energi, Industri, Dan Teknologi Vol. 14 No. 1 (2023): April: Mechanical, Energy, Industrial And Technology
Publisher : IHSA Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35335/mekintek.v14i1.207

Abstract

Geographic Information System is an information system that is used to enter, store, retrieve, manage, analyze, and generate geographic or geospatial referenced data, to support decision making in planning. Currently, the terms Desktop GIS, WebGIS and Spatial Database are known. is a manifestation of the development of Geographic Information Systems to provide solutions to various problems that can only be answered with this GIS. Using GIS is expected to make it easier for decision makers to find out the locations of 24-Hour Open Pharmacies in Medan City. Because GIS will describe the location of the 24-hour open pharmacy in the city of Medan. This WebGIS application is made using the PHP programming language and uses the MySql database. In this application only the admin can process data input, edit data, and delete data. Meanwhile, users can only view and search for information about the location of 24-hour open pharmacies in Medan City. The purpose of making this application is to create a system that makes it easy to find out and get accurate information about the location of a 24-hour open pharmacy in the city of Medan. Making this application is expected to be able to provide the best possible information about Pharmacies - Pharmacies Open 24 Hours in the city of Medan. Making this application using Mapserver-based Web programming
Evaluation of the Strength of Reinforced Concrete Beams in the Construction of Phase II Social Institution Building in Medan According to SNI 2847:2019 and SNI 1726:2019 (Case Study) Manik, Junesra Florensya
Jurnal Mekintek : Jurnal Mekanikal, Energi, Industri, Dan Teknologi Vol. 15 No. 1 (2024): April: Mechanical, Energy, Industrial And Technology
Publisher : IHSA Institute

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Abstract

The construction of a multi-storey building requires a structural analysis that is also planned to be earthquake resistant. The building structure is planned using the calculation procedures for reinforced concrete structures based on SNI 2847:2019 and SNI 1726:2019. The evaluation of structural elements carried out will show how the difference in reinforcement detailing of reinforced concrete beam structural elements is evaluated based on SNI 2847:2019 and SNI 1726:2019, knowing the strength of the reinforcement in the beam installed by calculating the cross-sectional analysis of bending and shear. The evaluation was carried out on the upper structure of the Phase II Social Institution Building in Medan with a Special Moment Bearing Frame System (SRPMK). The evaluation was carried out with data collection methods, namely primary data and secondary data and data processing in the form of direct planning methods with the help of SAP 2000 V.24 software so as to obtain the results of the analysis which is the purpose of this research. The results showed that all beams have nominal moment strength that meets the requirements (ϕMn) > Mu , nominal shear strength on the beam meets the requirements Vu < ϕVn. The detailing of the installed reinforcement was carried out in the evaluation of flexural strength and shear strength calculated in accordance with SNI 2847:2019. The results also show that the deviation between levels meets the requirements of the deviation between floors of the design level (Δ) < (Δa) in accordance with SNI 1726:2019.
EVALUATION OF CALCULATION WORK VOLUME OF FGD AND ESP PLTU SURALAYA DEVELOPMENT PROJECTS USING THE AUTODESK REVIT APPLICATION Napitupulu, Crystian Simon Yohanes
Jurnal Mekintek : Jurnal Mekanikal, Energi, Industri, Dan Teknologi Vol. 15 No. 1 (2024): April: Mechanical, Energy, Industrial And Technology
Publisher : IHSA Institute

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Abstract

In construction work, problems such as volume estimation, construction methods, and work interfaces often occur. Problems like this can be minimized with the Building Information Modeling (BIM) method. BIM changes conventional methods from being inefficient to integrated and collaborative processes. The various benefits and advantages of using BIM include the integration between design and construction. The application of BIM can minimize errors between design and construction. In BIM, we can define some modeling information, like coordinate, model view, clash detection, rebar schedule & detail fabrication, concrete volume, and others that are useful in the construction process. This study applies Autodesk Revit software for volume estimation and analyzes the differences in the BIM-based volume estimation results with conventional methods. The Revit software volume output is then compared to the existing or contracted Bill of Quantity (BOQ). The results of the evaluation show that the volume contains from the BIM calculation on the volume of concrete is 3056.31 m3 and the weight of the reinforcement bar is 540.18 tons, these results are different from the BOQ of the contract, each of which is 2765.11 m3 for concrete volume and 490.05 tons for reinforcement bar weight, which each has a shortage of 291.20 m3 and 52.64 tons.
Precision Pediatric Neurology: Leveraging Artificial Neural Networks for Accurate Diagnosis of Neurological Disorders in Children Gita Kirani; Adiratna; Chintya Hastanti
Jurnal Mekintek : Jurnal Mekanikal, Energi, Industri, Dan Teknologi Vol. 14 No. 2 (2023): October: Mechanical, Energy, Industrial And Technology
Publisher : IHSA Institute

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Abstract

This research delves into the development and implications of an expert system leveraging artificial neural networks (ANNs) for diagnosing neurological disorders in pediatric patients. By amalgamating the intricacies of pediatric neurology with cutting-edge AI technology, this study endeavors to enhance diagnostic accuracy, facilitate timely interventions, and personalize treatment strategies for children grappling with neurological conditions. The research elucidates the architectural framework, data processing methodologies, and training techniques employed in constructing the expert system. The integration of diverse neurological data sources, including EEG readings, MRI scans, and patient histories, underpins the system's capability to discern patterns and generate accurate diagnoses. Ethical considerations loom prominently throughout this exploration, emphasizing the paramount importance of patient data privacy, informed consent, transparency in AI decision-making, and the collaborative role of AI alongside healthcare providers. The study culminates in unveiling the practical implications of implementing such an expert system in real clinical settings. Usability, reliability, regulatory compliance, and the intricate dynamics of human-AI interaction in healthcare emerge as critical pillars in the successful integration of AI-driven diagnostic tools.
Exploring Vibration Analysis in Open Impeller Centrifugal Pumps: A Comparative Study between Simulation Modeling and Experimental Measurements Wilson Janoyan; Wang Hansen
Jurnal Mekintek : Jurnal Mekanikal, Energi, Industri, Dan Teknologi Vol. 14 No. 2 (2023): October: Mechanical, Energy, Industrial And Technology
Publisher : IHSA Institute

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Abstract

This research investigates open impeller centrifugal pump vibration analysis through a comprehensive examination of simulated predictions and empirical measurements. The study aims to assess the correlation between simulated models and experimental data, exploring the sensitivity of pump vibrations to operational parameters and elucidating the strengths and limitations of both approaches. Utilizing a validated simulation model, the research closely compares predicted vibration characteristics with empirical measurements obtained from controlled experiments. The analysis reveals a strong correlation between simulated and measured data, validating the simulation's predictive accuracy in replicating the pump's vibration behavior. Despite minor discrepancies, primarily at higher operational speeds, the overall alignment reaffirms the simulation's credibility. The study highlights the pump's sensitivity to operational parameters, emphasizing the influence of flow rates, material properties, and rotational speeds on vibration levels. This sensitivity underscores the significance of meticulous parameter optimization for mitigating vibrations and enhancing pump efficiency. While simulations excel in predictive capabilities, experiments provide validation and realism, yet both possess inherent constraints. This research underscores the implications for engineering advancements, predictive maintenance strategies, and identifies avenues for further research. Leveraging the validated simulation model offers prospects for tailored designs, proactive maintenance interventions, and enhanced operational safety in industrial settings reliant on pump systems.
Optimizing Tile Selection: Integrating Feasibility Evaluation in a Decision Support System using Analytical Hierarchy Process Edward Joyce; Hsinchun Chen
Jurnal Mekintek : Jurnal Mekanikal, Energi, Industri, Dan Teknologi Vol. 14 No. 2 (2023): October: Mechanical, Energy, Industrial And Technology
Publisher : IHSA Institute

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Abstract

Tile selection in construction and design projects necessitates a holistic evaluation encompassing aesthetic, functional, and practical feasibility aspects. This research investigates and presents a Decision Support System (DSS) integrating the Analytical Hierarchy Process (AHP) with an innovative incorporation of feasibility evaluation for comprehensive tile selection. The research undertakes a systematic exploration of criteria paramount in tile selection, identifying durability, cost, aesthetics, and feasibility considerations as pivotal facets. The AHP methodology forms the backbone of the developed DSS, quantifying stakeholders' preferences, and weighing criteria to facilitate structured decision-making. A distinctive feature of the developed DSS lies in the seamless integration of feasibility evaluation. The system evaluates tiles not solely based on aesthetic appeal or functional attributes but encompasses practical aspects such as installation ease, maintenance requirements, and sustainability considerations. The effectiveness and efficiency of the DSS are highlighted through empirical application, showcasing its ability to streamline decision-making processes. The developed DSS emerges as a transformative tool, advocating for structured, informed, and sustainable decision-making in tile selection processes. Its potential impact spans industries, elevating standards and influencing best practices in decision-making across construction and design domains.
Integrative Assessment of Depression Levels in Final Semester Students: A Quantitative-qualitative Approach for Enhanced Mental Health Evaluation and Academic Support Paul Grievson; Jessen Weinberger
Jurnal Mekintek : Jurnal Mekanikal, Energi, Industri, Dan Teknologi Vol. 14 No. 2 (2023): October: Mechanical, Energy, Industrial And Technology
Publisher : IHSA Institute

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Abstract

This research endeavors to assess depression levels among final semester students, employing a comprehensive approach that amalgamates quantitative scores from standardized psychological assessments with qualitative insights garnered through structured interviews. The study aims to provide a nuanced evaluation framework that captures the multifaceted nature of mental health during this critical phase of academic life. Utilizing a weighted sum model, this investigation synthesizes quantitative symptomatology scores obtained from standardized assessments, normalized to a scale of 0 to 1, with qualitative insights rated on a scale of 1 to 10. Equal weightage (0.5 each) is assigned to both dimensions to facilitate a balanced evaluation. Data from three hypothetical final semester students illustrate the implementation of this approach, yielding overall depression levels reflective of the combined quantitative and qualitative assessments. The outcomes highlight the significance of this combined assessment approach in delineating depression levels. The research emphasizes the intricate interplay between quantitative symptomatology and individual narratives, showcasing the importance of contextual nuances in mental health evaluations. These findings signal a pathway for academic institutions to develop tailored interventions, fostering supportive environments that prioritize mental well-being alongside academic success.
Enhancing Earthquake Disaster Identification Through Probabilistic Seismic Hazard Analysis and Expert Systems Felix Hayden; Eric Eugene
Jurnal Mekintek : Jurnal Mekanikal, Energi, Industri, Dan Teknologi Vol. 14 No. 2 (2023): October: Mechanical, Energy, Industrial And Technology
Publisher : IHSA Institute

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Abstract

This research endeavors to revolutionize earthquake disaster identification and mitigation through the creation of an advanced expert system grounded in Probabilistic Seismic Hazard Analysis (PSHA) methodologies. Leveraging a comprehensive amalgamation of sophisticated algorithms, seismic data, and expert knowledge, this study aims to enhance the precision, accuracy, and timeliness of seismic hazard assessments. The research commences with an in-depth exploration of earthquake disasters, highlighting their profound societal impact, infrastructural vulnerabilities, and the imperative for proactive disaster management strategies. The introduction of the expert system forms the crux of this research, delineating its architecture, key components, and the integration of PSHA methodologies. This system harnesses seismicity rate models, fault rupture models, ground motion prediction models, and probabilistic combination models within a cohesive framework, facilitating comprehensive seismic hazard assessments. The research outlines the primary objective: to design and develop an expert system that harnesses PSHA to identify potential earthquake disasters with heightened accuracy and reliability. The methodology section details the algorithms, models, and computational techniques employed within the expert system, elucidating their collective role in estimating seismic hazard probabilities. The outcomes of this research encompass identified potential earthquake disaster scenarios, characterized by seismic hazard probabilities, ground shaking intensities, and vulnerability assessments. These findings offer actionable insights for policymakers, urban planners, emergency responders, and communities, fostering informed decision-making and resilience-building initiatives.
Rainfall Analysis of Drainage Cross-Sectional Capacity with Comparison of Mononobe Method and Van Breen Method on The Road Asrama Sei Kambing C-Ii (Case Study) Elly Ria
Jurnal Mekintek : Jurnal Mekanikal, Energi, Industri, Dan Teknologi Vol. 15 No. 1 (2024): April: Mechanical, Energy, Industrial And Technology
Publisher : IHSA Institute

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Abstract

The intensity of rainfall is one of the factors causing inundation in an area which is one of the drainage problems in the city of Medan which is increasingly feared in recent years, population growth in the city of Medan is increasingly rapid and the need for land that was originally green is now becoming a denser residential area and more and more road paving which causes rainwater cannot absorb into the ground. In addition to flooding factors, watershed conditions that often experience erosion make river silting which results in reduced flow carrying capacity so that the increase in discharge is greater so that overflow occurs. The purpose of this rainfall analysis is to find out what problems make puddles not fully drain water when the rain discharge is high and to find out how much cross-sectional capacity is suitable to be used in accommodating flood discharge in drainage at the research site. The research method calculates rainfall intensity by comparing the Mononobe method and Van Breen method by analyzing the plan discharge to determine the feasibility of cross-sectional capacity by analyzing the planned flood discharge, where the results of the analysis of the 2-year period of channel discharge capacity (Qs) = 262.622 m3⁄sec so that the calculation results that the value of the channel discharge capacity is smaller than the plan flood discharge value is greater, so that the capacity proves that the drainage canal is not able to accommodate the flow of water which results in flooding.