International Journal of Advanced engineering, Management and Science最新文献

{"title":"Deep Learning Neural Networks in the Cloud","authors":"Burhan Humayun Awan","doi":"10.22161/ijaems.910.2","DOIUrl":"https://doi.org/10.22161/ijaems.910.2","url":null,"abstract":"Deep Neural Networks (DNNs) are currently used in a wide range of critical real-world applications as machine learning technology. Due to the high number of parameters that make up DNNs, learning and prediction tasks require millions of floating-point operations (FLOPs). Implementing DNNs into a cloud computing system with centralized servers and data storage sub-systems equipped with high-speed and high-performance computing capabilities is a more effective strategy. This research presents an updated analysis of the most recent DNNs used in cloud computing. It highlights the necessity of cloud computing while presenting and debating numerous DNN complexity issues related to various architectures. Additionally, it goes into their intricacies and offers a thorough analysis of several cloud computing platforms for DNN deployment. Additionally, it examines the DNN applications that are already running on cloud computing platforms to highlight the advantages of using cloud computing for DNNs. The study highlights the difficulties associated with implementing DNNs in cloud computing systems and provides suggestions for improving both current and future deployments.","PeriodicalId":424230,"journal":{"name":"International Journal of Advanced engineering, Management and Science","volume":"13 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134884293","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Contribution of Kumba City Councils to the Emergence of Small Businesses in Kumba Municipality, Small Business Owners Perception","authors":"Negou Ernest, Asongna Sheila Njinyi, Nkenganyi Fonkem Marcellus, Ibrahima Ibrahima, Neba Noela Buwah","doi":"10.22161/ijaems.910.4","DOIUrl":"https://doi.org/10.22161/ijaems.910.4","url":null,"abstract":"This research assesses the perception of city councils´ contribution in the success of Small businesses by small business owners, case of Kumba City Council. 150 questionnaires were administered to these owners by convenience. The Statistical Package for Social Sciences (SPSS 2022 version) was used to analyse data. Results reveal that the majority of small business owners (51.3%) believe that the City Council is not doing enough for the sustainability of small businesses. It was recommended that the City Council should act more as facilitator for small businesses instead of being a threat to them.","PeriodicalId":424230,"journal":{"name":"International Journal of Advanced engineering, Management and Science","volume":"84 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135262906","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Study the effect of Industrial Dairy and Textile Waste Water on the Engineering and Geotechnical Properties of Fine-Grained Soil","authors":"Elsayed A. El Kasaby, Alnos A. Eissa, Alaa F. Essa","doi":"10.22161/ijaems.99.8","DOIUrl":"https://doi.org/10.22161/ijaems.99.8","url":null,"abstract":"Understanding and prediction of engineering properties of fine-grained soils is of vital importance in Geotechnical Engineering practice. Fine-grained soil contamination occurs on a daily basis as a result of industrial development and pipeline or reservoir leaks.Due to the influence of the surrounding condition, substantial damage occurs in the foundations of buildings. The presence of industrial wastewater in the soil contributes to a change in its physical, chemical and mechanical properties, and then negatively affects the foundations of various facilities. . In addition to environmental issues such as groundwater contamination, the changing of the geotechnical qualities of polluted soil is a concern. As a result of the concentrations of pollutants resulting from the businesses such as Dairy products industry and spinning and weaving factories, are extremely high in developing countries. Disposal of untreated industrial waste water is a common problem in these countries. This paper describes an experimental investigation that was conducted to explore the effect of two types of industrial waste water the first type was dairy industrial waste water (DW) and the second was textile industrial waste water (TW) on the deformational behavior of fine-grained soil. Fine-grained soil used in this research was obtained in a natural phase from a soil excavation site for the construction of a residential building in the village of El-Kom Al-Ahmar, Shibin El-Qanater, Qualiobiyah governorate Fig.1, which was exposed to DW and TW at 2, 4, 6, 8, 12, and 16 months, Two remolded soil samples are generated for this investigation and combined with different types of industrial wastewater of constant moisture content (70%). The Atterberg limits, plasticity index, specific gravity, free swelling, optimal moisture content (OMC), and maximum dry density (γdmax) of each mixture were calculated after 0, 2, 4, 6, 8, 12, and 16 months of mixing soil with industrial waste water, the results revealed that as soil matures, the optimum moisture content (O.M.C) and free swelling values of the soil containing DW, TW rise after the addition of pollutants, whereas the maximum dry density, specific gravity (GS), and cohesiveness decrease.","PeriodicalId":424230,"journal":{"name":"International Journal of Advanced engineering, Management and Science","volume":"128 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135909848","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"A Study on Awareness Level of Anaemia Among Young Adult Girls (18 To 25 Years), in Patna","authors":"Madhumala Kumari","doi":"10.22161/ijaems.86.5","DOIUrl":"https://doi.org/10.22161/ijaems.86.5","url":null,"abstract":"In the case of anaemia, the amount of haemoglobin in the blood becomes very less than normal (5-9 grams per 100ml of blood), which reduces the ability of the body’s cells to take up oxygen. As a result, the cells do not get enough oxygen. In India, 86.0% of girls are suffering from anaemia in 2019-20 and Bihar, 63.6% of girls are suffering from anaemia according to NFHS. The main reason for the study is that India has the largest number of anaemia in girls. Anaemia is considered an important health problem because of the adverse effects on mental and physical development during a girl’s development. General information and awareness about health were substantiated by a majority (69%) of the young girls being aware of anaemia. But awareness about health consciousness and nutritional supplement is still lagging at less than half the percentage.","PeriodicalId":424230,"journal":{"name":"International Journal of Advanced engineering, Management and Science","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130905657","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Influence of industrial wastewater on the geotechnical and physicochemical properties of fine-grained soil","authors":"Elsayed A. El-Kasaby, Alnos A. Eissa, Eman M. Hawari","doi":"10.22161/ijaems.99.5","DOIUrl":"https://doi.org/10.22161/ijaems.99.5","url":null,"abstract":"Fine-grained soil contamination is a daily occurrence due to industrial development and pipeline or reservoir leaks. The modification of the geotechnical properties of the polluted soil is a worry in addition to environmental issues like groundwater pollution. Recent studies have carefully examined the characteristics of contaminated fine-grained soils because it has been demonstrated that contamination modifies the geotechnical properties of soil. However, a thorough evaluation of the impact of industrial wastewater from paper (PW) and leather (LW) wastewater on the geotechnical characteristics of fine-grained soils is still lacking. As a result, thorough experimental studies have been carried out on both uncontaminated and contaminated fine-grained soils that include various concentrations of PW and LW. The soil samples were extracted from the lands in Benha City, Cairo, Egypt, which were exposed to PW and LW at 2, 4, 6, 8, 12, and 16 months. The findings showed that as soil ages, there is a decrease in the maximum dry density and Atterberg limits of the soil containing PW, as well as a increase in the optimum moisture content (OMC) and cohesive. On the other hand, the findings also showed that there is a decline in maximum dry density and Atterberg limits as well as a rise in OMC and cohesive. Additionally, ageing caused a further decrease in cohesion and increased the free swelling values in the case of the soil coated with PW, while decreasing the leather wastewater exposure. Finally, the microscopic investigations and mineralogical analysis confirmed the trend of the experimental results on the mechanical properties of the contaminated soils.","PeriodicalId":424230,"journal":{"name":"International Journal of Advanced engineering, Management and Science","volume":"110 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135750919","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Exploring the Purchase and Use of Drone Aerial Camera from the Viewpoint of Technological Theoretical Models That Influence Domestic Graphic Art Creators","authors":"Chien-Hao Ling, Pei-Ling Liao","doi":"10.22161/ijaems.99.9","DOIUrl":"https://doi.org/10.22161/ijaems.99.9","url":null,"abstract":"The growth of Taiwan's camera drone, commonly used in today's film and media industries, has allowed more people to see the deeper beauty of Taiwan, and a wave of drone purchases and use has arisen in Taiwan. This is a business opportunity in the sky. While artists around the world have been widely using drone aerial cameras in their art creations, it is worthwhile to explore the willingness of domestic graphic artists to purchase and use drone aerial cameras. Therefore, this study attempts to use the \"Task-Technology Fit Theory (TTF)\" and the \"Diffusion of Innovations (DOI)\" as the theoretical basis for the empirical study. The study will be conducted using an online survey (online questionnaire) with a sample of 300 participants, and the hypotheses will be statistically analyzed through structural equation modeling using SmartPLS. The results of the study can be used by graphic artists as a reference for the use and purchase intentions of technological products and to enhance the presentation of high spatial aesthetics.","PeriodicalId":424230,"journal":{"name":"International Journal of Advanced engineering, Management and Science","volume":"83 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135953609","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Using Knowledge Management to Enhance Organizational Performance and Effectiveness","authors":"Talat Noreen Khan","doi":"10.22161/ijaems.911.1","DOIUrl":"https://doi.org/10.22161/ijaems.911.1","url":null,"abstract":"Beyond just system deployment efficiency and labor competency, a number of crucial aspects affect an organization's effectiveness. While the effectiveness of these factors is important, they are not the only factors that matter. The performance as a whole is greatly influenced by a number of other important factors. Recent observations have revealed a consistent upward trend in the metrics related to organizational performance, highlighting the importance of different elements cooperating. Therefore, the main goal of this research project is to carry out a thorough analysis into the complex and dynamic relationship between knowledge management inside an organization and its overall performance. The goal of this study is to delve deeply into the underlying mechanisms and examine how knowledge management techniques directly affect and contribute to an organization's overall performance. The approach used in this study is survey-based, providing for a detailed understanding of the respondents' viewpoints on a variety of topics, including knowledge dissemination, knowledge responsiveness, and organizational skills. By using this technique, the researchers were able to quantitatively and qualitatively evaluate the participants' points of view and acquire important insights into the intricate relationships that exist between knowledge management techniques and an organization's overall success. The survey's findings showed a strong positive relationship between increased organizational performance and effective knowledge management. This beneficial effect was apparent across a number of variables, illuminating the critical roles that organizational capacities, responsiveness to knowledge, and knowledge distribution play in boosting overall efficiency and production within the company. The results do, however, highlight the significance of developing a solid strategy or methodology that guarantees the successful deployment and seamless integration of knowledge management methods inside the business. Recognizing that a complete strategy involving careful planning, strategic alignment, proper resource allocation, and ongoing evaluation is required for the effective transformation of knowledge management within the organizational structure is crucial. Organizations can better harness their intellectual assets and maximize their total performance by concentrating on the implementation of a well-structured strategy, which will support sustained growth and competitive advantage in the dynamic business environment.","PeriodicalId":424230,"journal":{"name":"International Journal of Advanced engineering, Management and Science","volume":"49 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135668203","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Performance Enhancement of 5G Networks: Remodeling Power Domain Scheme Through NOMA-MIMO Technologies Integration","authors":"Shuaib Ibrahim Adam","doi":"10.22161/ijaems.911.2","DOIUrl":"https://doi.org/10.22161/ijaems.911.2","url":null,"abstract":"The integration of multiple-input multiple-output (MIMO) and non-orthogonal multiple access (NOMA) technologies addresses critical challenges such as massive connectivity, low latency, and high dependability in 5G cellular systems and beyond. However, resolving these issues required additional research, particularly in the case of 5G networks employing MIMO. This involved enhancing and reevaluating parameters like bit error rate, downlink spectrum efficiency, average capacity rate, and uplink transmission outage probability to optimize performance. The devised model utilized Quadrature Phase Shift Keying modulation on selected frequency channels, accommodating users with diverse power location coefficients, signal-to-noise ratios, transmit powers, and bandwidths. Evaluating the proposed model's effectiveness involved testing and comparing results to previous research. Download transmission results demonstrated that MIMO-NOMA significantly improved the bit error rate performance and transmitting power for the best-evaluated user. For uplink transmission, the average capacity rate was used to assess performance, indicating an increase in the average capacity rate for the best user and a decrease in outage probability. Closed-form formulas for bit error rate, spectrum efficiency, average capacity rate, and outage probability for both downlink and uplink NOMA, with and without MIMO, were derived. In essence, adopting MIMO-NOMA led to a remarkable improvement in the performance of all users, even those facing challenges such as interference or fading channels.","PeriodicalId":424230,"journal":{"name":"International Journal of Advanced engineering, Management and Science","volume":"101 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135668204","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"A Study of Vertical Load Capacity of Carbon Fiber Concrete Piles Reinforced with Geosynthetics","authors":"El-Sayed A. El-Kasaby, Mohab Roshdy, Noaman A. Emara","doi":"10.22161/ijaems.99.6","DOIUrl":"https://doi.org/10.22161/ijaems.99.6","url":null,"abstract":"A compressive static load test was conducted on a total of thirteen end-bearing carbon fiber concrete piles reinforced with geosynthetics, which were divided into four groups and compared to traditional reinforced concrete piles. The tested piles included one reference concrete pipe pile reinforced with traditional steel reinforcement, four concrete pipe piles partially reinforced with carbon fiber bristles with different percentages of 0.75%, 1.00%, 1.25%, and 1.50% of cement weight, four piles partially reinforced with the same carbon fiber bristles percentages and confined with triaxial geogrid, and four piles partially reinforced with the exact carbon fiber bristle percentages and reinforced with carbon fiber bars. Thirteen vertical static loading tests (SLTs) were conducted on 1050-mm-long pipe piles with a diameter of 150 mm to obtain the behavior of these composite piles. Furthermore, the traditional method of stress-strain curves was analyzed. Comparisons between curves were conducted. It was concluded that the use of these composite piles significantly increased the ultimate vertical load capacity by up to 39%. Pile ductility was also significantly improved, and this composite material could be perfectly applied in geotechnical conditions. In addition, an economic analysis was conducted.","PeriodicalId":424230,"journal":{"name":"International Journal of Advanced engineering, Management and Science","volume":"12 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135840028","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Experimental study of glass fiber concrete piles reinforced with GFRP bars and geogrid under concentric loads","authors":"EL Sayed A. El-kasaby, Mahmoud Awwad, Amir M. Mansour","doi":"10.22161/ijaems.99.7","DOIUrl":"https://doi.org/10.22161/ijaems.99.7","url":null,"abstract":"In a variety of applications, glass fiber concrete has proven to be a successful substitute for supplying shear and flexural reinforcement for reinforced concrete. The mechanical properties of glass fiber concrete and steel reinforcement are different, hence the compression behavior of concrete piles reinforced with glass fiber concrete may be different from that of those reinforced with steel. However, the axial compression behavior of circular piles has not yet been established. This study assessed the concentric behavior of 12 end bearing piles with 1050 mm length and 150 mm diameter reinforced with varying amounts of glass fiber bristles (GFB), 0.75, 1.00, 1.25, and 1.50% of cement weight. The results are presented in this publication. 4 of them had no extra reinforcement (PG), 4 had glass fibre bars (GFRP) and spiral steel reinforcement (PGGB), and 4 had triaxial geogrid as reinforcement (PGG). All outcomes were contrasted with a pile that had steel reinforcement (PS). The findings demonstrated that theses composite piles increased the capacity of piles. The maximum load absorbed by the PG models under axial load was 3.54–21.43% less than the maximum load absorbed by PS. The PGGB specimen’s maximum load was 0.00–30.03 % higher than the maximum load of PS specimen. The maximum load supported by the PGG specimens under axial load was, in some cases, 5.23–18.20% less than the maximum load supported by PS, while in another case, it was 17.51% more.","PeriodicalId":424230,"journal":{"name":"International Journal of Advanced engineering, Management and Science","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135840295","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}