Universitas Merdeka Malang

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    4272 research outputs found

    Penerapan Data Mining Dalam Memprediksi Gempa Bumi Di Nusa Tenggara Timur Dengan Menggunakan Metode Naïve Bayes Dan K-Means Clustering

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    Earthquakes are natural disasters that are difficult to predict bot in terms of timing and magnitude. The cause of earhquakes can originate from inense shaking due to the accumulation of energy within the lithosphere, which is then released onto the Earth’s surface with a certain magnitude. Indonesia, as a country located in the Ring of Fire and at the intersection of three major tectonic plates (Eurasian, Indo0Australian, and Pacific), frequently experiences earthquakes both tectonic and volcanic in nature, resulting in high damage and casualties. The process of earthquake occurrence is highly complex and difficult to directly observe due to the intricate interactions between materials and energy beneath the Earth’s surface. To date, there is no precise theory to accurately predict when and where earthquakes will occur. In this context, researches utilize earthquake data from the East Nusa Tenggara islands and apply data mining methods such Naïve Bayes and K-Means Clustering. Naïve bayes used to predict future earthquake events based on historical data using probabilities and statistic. K-Means Clustering in employed to group earthquake data into cluster based on specific characteristics. The research result indicate with a prediction vale of 0.907 and a confusion matrix achieving 90.74%. this indicates that 2022 had the highest number of both mild and major earthquakes in the past 11 years. Analysis using K Means Clustering also identifies patterns in the number of earthquakes each year, such as in 2022 where the clustering resulted in C1 with 67 mild earthquakes, C2 with 7 major earthquakes, and C3 5 mild earthquakes. Thus, this study demonstrates that the combination of Naïve Bayes and K Means Clustering is effective for predicting and analyzing earthquake events in this region. This research provides a foundation for further development in enhancing prediction capabilities and risk mitigation againts earthquake disasters in the future

    Analisis Kualitas UI Aplikasi E-Wallet Dana dengan Menggunakan Metode Heuristik

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    This research focuses on evaluating the User Interface (UI) of the E-Wallet Dana application using the Heuristic Evaluation method. The research objective is to analyze the UI using the Heuristic Evaluation method and identify factors that influence the UI's quality. The study employs a quantitative research design, and instrument testing is conducted using validity and reliability tests. Data analysis involves descriptive analysis techniques. Based on the Heuristic Evaluation results, all principles received a "Very Good" rating, with an overall average percentage of 85%. Thus, the E-Wallet Dana application demonstrates an intuitive, efficient, and aesthetically pleasing interface, visually enjoyable, and meets user needs and expectations

    The Effects of Human Resource Quality, Use of Information Technology and Internal Control Systems on the Quality of Financial Reports through Company Performance (Study of Rural Banks in Probolinggo Regency)

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    This study aims to describe the influence of human resource quality, technology utilization, SPI (Service Performance Indicator), financial report quality, and Company performance, analyzing the influence of human resource quality on company performance, analyzing the influence of IT utilization on company performance, analyzing the influence of SPI on company performance, analyzing the influence of human resource quality on financial report quality, analyzing the influence of IT utilization on financial report quality, analyzing the influence of SPI on financial report quality, analyzing the influence of company performance on financial report quality, analyzing the influence of human resource quality on financial report quality, analyzing the influence of IT utilization on financial report quality, and analyzing the influence of SPI on financial report quality of rural banks (BPR) in Probolinggo regency. The sample in this study consists of 110 individuals taken using purposive sampling technique. The analysis technique used path analysis. The results show that Human Resource Quality significantly affects financial report quality. IT utilization significantly affects financial report quality. SPI significantly affects financial report quality. Human Resource Quality affects Company performance. IT utilization affects company performance. SPI affects company performance. Financial report quality affects company performance. Human Resource Quality influences the financial report quality of BPR companies in Probolinggo Regency through financial report quality. IT utilization affects the financial report quality of BPR companies in Probolinggo Regency through company performance. SPI influences the financial report quality of BPR in Probolinggo Regency through financial report performance

    Rancang Bangun Sistem Informasi Antrian Pasien Puskesmas Berbasis Website (Studi Kasus Puskesmas Wolojita, Kabupaten Ende, Flores Nusa Tenggara Timur)

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    In the current era of technological progress, technological developments have a crucial role in various aspects of human life, including in the health sector. Community Health Centers (PUSKESMAS) as first level health facilities strive to provide services that are efficient and easily accessible to the community. However, several areas, such as the Wolojita PUSKESMAS in Ende Regency, East Nusa Tenggara, still face obstacles in providing integrated health information services. One of the money problems still being faced is the patient registration process which is still done manually. Therefore, a more efficient and modern solution is needed, namely by creating an online patient registration queue system in the form of a website. This research aims to design and implement a PUSKESMAS Patient Registration Information System via a website platform. System design using the Waterfall method, built using the PHP programming language and MySQL database. The results of this research are an online patient queue system in the form of a website that can handle problems with manual patient registration, of course this will make it easier for officers and patients to register and manage queue

    Social media marketing impact on Gen Z's brand engagement, awareness and image

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    The research aims to advance our understanding of the realm of social media marketing and how these dynamics influence consumers' engagement with brands and subsequently shape brand awareness and brand image. The research methodology utilized a rigorous quantitative approach, systematically gathering and analyzing numerical data through structured surveys and statistical techniques to uncover patterns, measure variables, and derive objective conclusions. Respondents consist of people in Bali who used social media to connect with the brand. The total number of respondents for this study is 138. they were particularly used for hypotheses testing. Elements of social media marketing, particularly entertainment and trendiness, play a more significant role in fostering Consumer-Brand Engagement. Additionally, Consumer-Brand Engagement has a notable impact on brand awareness and brand image

    Environmental, Social, and Governance (ESG): Roles and Strategies to Improve the Performance of the Indonesian Insurance Industry

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    The objective of this research is to understand the role of environmental, social, and governance (ESG) in improving the financial performance of insurance companies in Indonesia. A qualitative, library study method was employed, Research results show(1) the role of ESG as definers of competitive advantage, in improving performance, and guaranteeing the sustainability of the company in the future; and (2) the strategy of insurance companies in Indonesia with respect to ESG is to run business with sustainable financial principles and create environmental-based service products. The implications of this study are that the application of ESG principles to insurance companies in Indonesia is expected to drive government programs to implement sustainable development governance (SDGs) in sustainable finance. The novelty of this research is its emphasis on environmentally-based sustainable financial principles

    Ekplorasi Hubungan Pendidikan Kewirausahaan dengan Inovasi Produk di Lingkungan UMKM

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    This study examines the impact of entrepreneurial education level, business capital, business age, and workforce size on product innovation in SMEs in Malang City. Data were collected via questionnaires and analyzed using Partial Least Squares (PLS). Results indicate that all four variables positively and significantly affect product innovation. Entrepreneurial education, particularly technical skills and managerial abilities, provides a crucial foundation for innovation. Business capital, especially initial capital, supports innovation implementation, while business age shows that experience enhances SMEs' innovative capacity. Workforce size, particularly permanent employees, plays a vital role in innovation stability. The moderating effects of business capital, business age, and workforce size strengthen the relationship between entrepreneurial education and product innovation. Recommendations include improving access to capital, entrepreneurship training, and workforce stability support to enhance SMEs’ product innovation

    Pengaruh Laju Korosi Dan Diameter Baja Tulangan Yang Terkorosi Terhadap Gaya Tekan Kolom Beton Bertulang

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    Corrosion of reinforcing steel can cause damage to reinforced concrete structures that seriously affect structural strength. There are several factors that can affect the corrosion of reinforcing steel, one of which is the diameter of the reinforcing steel. This study aims to determine the effect of corrosion rate and diamater of corroded reinforcing steel on the compressive force of reinforced concrete columns. The research consisted of testing the corrosion rate and compressive force of reinforced concrete columns. The test specimens were in the form of columns with a size of 15 x 15 x 30 cm as many as 18 pieces. Variations of reinforcing steel diameters used are Ø8, Ø10 and D10 mm. The process to accelerate corrosion of reinforcing steel is done by immersing the test specimens in a 3.5% concentration NaCl solution for 5 days using the galvanostatic method. Compressive force testing was based on ASTM C39 on Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens and corrosion rate testing was based on ASTM G 31-72 on Standard Practice for Laboratory Immersion Corrosion Testing of Metals, and was conducted at 28 days of concrete age. The test results for the largest compressive force are in the corroded test piece with a reinforcing steel diameter of D10 of 456.7 kN, and the smallest compressive force is in the test piece with a reinforcing steel diameter of Ø8 of 433.333 kN. Meanwhile, the largest corrosion rate is in the test specimen with areinforcing steel diameter of D10 amounting to 69749,280 mpy, and the smallest corrosion rate is in the test specimen with a reinforcing steel diameter of Ø8 amounting to 27519,182 mp

    Studi Penelitian Pengaruh Selimut Beton Terhadap Laju Korosi Baja Tulangan Dan Gaya Tekan Aksial Kolom Pedestal

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    Reinforced concrete is a composite material consisting of concrete and steel reinforcement. This combination provides optimal strength to the building structure. Concrete is strong in compression and steel reinforcement is strong in tension. One of the factors that affects the corrosion of rebar is the thickness of the concrete cover. This study aims to evaluate the effect of variations in concrete cover thickness on the corrosion rate of steel reinforcement and the compressive strength of concrete. The research involves testing the compressive strength on pedestal columns and testing the corrosion rate on reinforcement steel. The test specimens consist of 15 pedestal columns measuring 15 x 15 x 30 cm. The variations in concrete cover thickness used are 10 mm, 15 mm, and 25 mm. The process to accelerate corrosion on the reinforcement steel was carried out by immersing the test specimens in a 3.5% NaCl solution for 10 days using the galvanostatic method. The compressive strength test was conducted according to ASTM C39 (Determine the compressive strength of cylindrical concrete specimens such as mold cylinders and drill cores) and the corrosion rate test according to ASTM G31 (Standard Practice for laboratory immersion corrosion testing of metals) on the rebar. The research results show a correlation between the thickness of the concrete cover and the corrosion rate and compressive strength. The thicker the concrete cover, the lower the corrosion rate occurring on the steel reinforcement. The test specimen with a cover thickness of 25 mm showed the lowest corrosion rate (5814 mpy) and the highest compressive strength (392.00 kN). Conversely, the test specimen with a cover thickness of 10 mm experienced the highest corrosion rate (10315 mpy) and the lowest compressive strength. (322,50 kN

    Pengaruh Laju Korosi Dan Lama Rendaman Baja Tulangan Yang Terkorosi Terhadap Kuat Momen Lentur Balok Beton Bertulang

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    Reinforced concrete consists of concrete and reinforcing steel. Concrete has compressive strength and steel reinforcement has tensile strength. Corroded steel reinforcement can because a decrease in the quality of the steel. The factors of corrosion are high concentrations of sodium chloride, electrolytes and soaking time. The research aims to determine the effect of corrosion rate and soaking time of corroded reinforcing steel on the bending moment strength of reinforced concrete beams.In this research, 12 reinforced concrete beams were made measuring 15 cm x 15 cm x 65 cm with a total of 4ø8 flexural reinforcement and shear reinforcement at the supports ø6-50mm and the ground ø6-100mm. The blocks were soaked in a corrosive solvent (NaCL 3.5%) for 1, 3 and 5 days using the galvanostatic method. Bending moment strength testing based on ASTM C78/C78M using the Hydraulic Concrete Beam Testing Machine. Corrosion rate testing is based on ASTM G31-72 concerning Laboratory Corrosion Testing of Metals. The highest result of the bending moment strength test was 4.58 KNm on aconcrete beam with 1 days soaking time and the lowest result was 4.10 KNm with a soaking time of 5 days. The highest corrosion rate test result was 10776,220 mpy on the beam with a soaking time of 1 day and the lowest corrosion rate test result was 3208,263 mpy with a soaking time of 5 days. The longer soak beam is immersed in the corrosive solution, the bending moment of the beam will decrease

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