Pub Date : 2021-06-15DOI: 10.51456/ijeit.2021.v10i11.002
Prerna Kumari, Deepak Singh
Uses of the digital hearing aids have been increased in last decades due to heavy noise pollution. The efficiency of the hearing aids is challenging under the presence of highly noisier environments. Therefore, it is highly required to design an efficient de noising method capable of reducing the excessive amplitude present in environment. It is also desirable to design the compact tiny digital herring aids easy to wear. This paper is focused to preset the de-noising methodologies for speech enhancement in digital hearing aids. Various methodologies based on FIR and IIR filter design are presented and performance is evaluated. It is observed that for short term speech samples the amplitude shaping methods become challenging task due to significant amplitude reduction during de-noising. Thus paper presets the adaptive scaling method for amplitude enhancement. The overall goal of paper to design efficient methodology for digital hearing aids.
{"title":"Filter Design and Amplitude Shaping Methodologies for De-Noising Digital Hearing Aids","authors":"Prerna Kumari, Deepak Singh","doi":"10.51456/ijeit.2021.v10i11.002","DOIUrl":"https://doi.org/10.51456/ijeit.2021.v10i11.002","url":null,"abstract":"Uses of the digital hearing aids have been increased in last decades due to heavy noise pollution. The efficiency of the hearing aids is challenging under the presence of highly noisier environments. Therefore, it is highly required to design an efficient de noising method capable of reducing the excessive amplitude present in environment. It is also desirable to design the compact tiny digital herring aids easy to wear. This paper is focused to preset the de-noising methodologies for speech enhancement in digital hearing aids. Various methodologies based on FIR and IIR filter design are presented and performance is evaluated. It is observed that for short term speech samples the amplitude shaping methods become challenging task due to significant amplitude reduction during de-noising. Thus paper presets the adaptive scaling method for amplitude enhancement. The overall goal of paper to design efficient methodology for digital hearing aids.","PeriodicalId":347608,"journal":{"name":"International Journal of Engineering and Innovative Technology","volume":"36 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-06-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126927277","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}
Pub Date : 2021-06-15DOI: 10.51456/ijeit.2021.v10i11.003
D. I.L., Chineke T.C., Nwofor O.K, Mbagwu JP.C, Ewurum N.B.B
Nigeria is a developing country situated in West Africa. As a developing, country, it is experiencing critical problem such as insecurity, political,social and religious crisis to mention but a few. Nigeria is equally urbanizing very fast and as such is overwhelmed with problems emanating from urbanisation, industrialization and agricultural development. These anthropogenic encumberances grossly inhibitthe country from effectively paying attention toperennial problem like air pollution. Ground level ozone was studied from NASA Giovanni air quality platform from 2005 to 2018. Visualizations from this study, shows an indication of seasonal fluctuations of ozone. The highest annual concentration of ozone across Nigeria for the sampled years was observed in the year 2013, it recorded 269.7DU. Others years include 2015, 2014, 2008 and 2004 they recorded 268.69DU, 267.31DU, 267.19DU and 265.85DU respectively. The least annual concentations of 260.18DU and 260.22DU were recorded in the years 2007 and 2005 respectively. A short annual range of 9.52DU was observed for the sampled years. From this study ozone decreases in the dry season and peaks in the rainy season.
{"title":"Regional Assessment of Ozone across Nigeria, from 2005 to 2018 using NASAGIOVANNI Air Quality","authors":"D. I.L., Chineke T.C., Nwofor O.K, Mbagwu JP.C, Ewurum N.B.B","doi":"10.51456/ijeit.2021.v10i11.003","DOIUrl":"https://doi.org/10.51456/ijeit.2021.v10i11.003","url":null,"abstract":"Nigeria is a developing country situated in West Africa. As a developing, country, it is experiencing critical problem such as insecurity, political,social and religious crisis to mention but a few. Nigeria is equally urbanizing very fast and as such is overwhelmed with problems emanating from urbanisation, industrialization and agricultural development. These anthropogenic encumberances grossly inhibitthe country from effectively paying attention toperennial problem like air pollution. Ground level ozone was studied from NASA Giovanni air quality platform from 2005 to 2018. Visualizations from this study, shows an indication of seasonal fluctuations of ozone. The highest annual concentration of ozone across Nigeria for the sampled years was observed in the year 2013, it recorded 269.7DU. Others years include 2015, 2014, 2008 and 2004 they recorded 268.69DU, 267.31DU, 267.19DU and 265.85DU respectively. The least annual concentations of 260.18DU and 260.22DU were recorded in the years 2007 and 2005 respectively. A short annual range of 9.52DU was observed for the sampled years. From this study ozone decreases in the dry season and peaks in the rainy season.","PeriodicalId":347608,"journal":{"name":"International Journal of Engineering and Innovative Technology","volume":"30 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-06-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123614407","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}
Pub Date : 2021-06-15DOI: 10.51456/ijeit.2021.v10i11.001
Soon-Taek Oh, Dong-Jun Lee, Byeong-Cheol Jeong, Jaeyoung Park, Dajeong Moon
A dynamic numerical analysis of the wheel forces of a Korea Train express (KTX) vehicle is conducted to investigate the traffic safety of railway bridge. It is carried out to solve the structural responses which is especially focused on either the dynamic amplification factor (DAF; vertical deflections, stresses, moments, and accelerations) of the bridge or the differences of wheel forces (DWF) and three directions rotations of the train while travelling between on the ground and on the pre-stressed concrete (PSC) box bridge with an analysed range of running speeds from 100 km/h to 600 km/h by 10 km/h increments. The numerical finite element method (FEM) with fourth order Runge−Kutta method is used to analyse the traffic safety of the bridge considering wheel-track forces between a 38 degree-of -freedom vehicle model and a track irregularity generated by the power spectral density (PSD) function. It will be proposed as indies of evaluation method (DAF, DWF, and KTX rotations) are recommended as the enforced traffic safety of the existing PSC box bridges due to the increasing speed of next generation KTX.
{"title":"Train Wheel Force Analysis by Dynamic Analysis of High-speed Train Bridge","authors":"Soon-Taek Oh, Dong-Jun Lee, Byeong-Cheol Jeong, Jaeyoung Park, Dajeong Moon","doi":"10.51456/ijeit.2021.v10i11.001","DOIUrl":"https://doi.org/10.51456/ijeit.2021.v10i11.001","url":null,"abstract":"A dynamic numerical analysis of the wheel forces of a Korea Train express (KTX) vehicle is conducted to investigate the traffic safety of railway bridge. It is carried out to solve the structural responses which is especially focused on either the dynamic amplification factor (DAF; vertical deflections, stresses, moments, and accelerations) of the bridge or the differences of wheel forces (DWF) and three directions rotations of the train while travelling between on the ground and on the pre-stressed concrete (PSC) box bridge with an analysed range of running speeds from 100 km/h to 600 km/h by 10 km/h increments. The numerical finite element method (FEM) with fourth order Runge−Kutta method is used to analyse the traffic safety of the bridge considering wheel-track forces between a 38 degree-of -freedom vehicle model and a track irregularity generated by the power spectral density (PSD) function. It will be proposed as indies of evaluation method (DAF, DWF, and KTX rotations) are recommended as the enforced traffic safety of the existing PSC box bridges due to the increasing speed of next generation KTX.","PeriodicalId":347608,"journal":{"name":"International Journal of Engineering and Innovative Technology","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-06-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121300022","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}
Pub Date : 2021-05-15DOI: 10.51456/ijeit.2021.v10i10.001
ObajeS. P, A. M, AgbonE. E, E& OgweR
This research work presents a comparative analysis of Fibre Bragg Grating (FBG) sensor model and the conventional Electrical Strain Gauge (ESG) model for Structural Health Monitoring (SHM). SHM have been mainly deployed in telecommunication facilities owing to their exceptional ability to monitor infrastructures in hazardous environment. In this research, the FBG sensitivity was compared with that of the ESG sensor at different strain and stress values, at Poisson’s ratio ( ) of 0.19525 and 0.3, at effective refractive index (neff) of 1.44 and 1.5, and Gauge Factor (GF) of 1.1 and 1.5 respectively. FBG (A) is the FBG sensor with Poisson’s ratio of 0.3 and effective refractive index of 1.44, while FBG (B) is the FBG sensor with Poisson’s ratio of 0.19525 and effective refractive index of 1.5. The simulation result shows that FBG(A)performs better than FBG(B)by, 7.25% and 8.05% increment in sensitivity strain and stress. Also, 2.7% increment in sensitivity for ESG was achieved for induced strain and stress values on the composite structure at GF of 1.1 and 1.5 respectively. Additionally, it was observed from the obtained results that there exists a linear relationship between the FBG and ESG sensors. This observation shows that the FBG sensor can perfectly replace the conventional ESG sensor in SHM, in view of the additional advantages of the FBG sensor which are small size, immune to electromagnetic interference, light weight just to mention a few over ESG sensor.
{"title":"A Comparative Analysis of Fibre Bragg Grating Sensor and Conventional Electrical Strain Gauge Model for Structural Health Monitoring","authors":"ObajeS. P, A. M, AgbonE. E, E& OgweR","doi":"10.51456/ijeit.2021.v10i10.001","DOIUrl":"https://doi.org/10.51456/ijeit.2021.v10i10.001","url":null,"abstract":"This research work presents a comparative analysis of Fibre Bragg Grating (FBG) sensor model and the conventional Electrical Strain Gauge (ESG) model for Structural Health Monitoring (SHM). SHM have been mainly deployed in telecommunication facilities owing to their exceptional ability to monitor infrastructures in hazardous environment. In this research, the FBG sensitivity was compared with that of the ESG sensor at different strain and stress values, at Poisson’s ratio ( ) of 0.19525 and 0.3, at effective refractive index (neff) of 1.44 and 1.5, and Gauge Factor (GF) of 1.1 and 1.5 respectively. FBG (A) is the FBG sensor with Poisson’s ratio of 0.3 and effective refractive index of 1.44, while FBG (B) is the FBG sensor with Poisson’s ratio of 0.19525 and effective refractive index of 1.5. The simulation result shows that FBG(A)performs better than FBG(B)by, 7.25% and 8.05% increment in sensitivity strain and stress. Also, 2.7% increment in sensitivity for ESG was achieved for induced strain and stress values on the composite structure at GF of 1.1 and 1.5 respectively. Additionally, it was observed from the obtained results that there exists a linear relationship between the FBG and ESG sensors. This observation shows that the FBG sensor can perfectly replace the conventional ESG sensor in SHM, in view of the additional advantages of the FBG sensor which are small size, immune to electromagnetic interference, light weight just to mention a few over ESG sensor.","PeriodicalId":347608,"journal":{"name":"International Journal of Engineering and Innovative Technology","volume":"47 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-05-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130728617","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}
Pub Date : 2021-04-15DOI: 10.51456/ijeit.2021.v10i09.001
Sandeep Singh Rathord, Manish Rai
Watermarking is used for the authentication and protection of digital image data. The color image watermarking is a challenging task and may endup to be lengthy. Various transformations based methods are used forenhacingwatermarkrobustnessand to keep itinvisible. Robustness of watermarking methods have been improved using the hybrid DWT-SVD domain. In this paper an improved hybrid transformation method is prpoposed, using the combination of the Hesenberg Decomposition (HD) with the existing DWT-SVD method. The LAB colour space is adopted at the pre-processing stage for the entropy maximization. The entropy analysis is used for justification of the colour space adaptation.Performance of the existing and proposed method is tested on colour images using parametric analysis of normalized correlation (NC),Peak signal to noise ration (PSNR) and SSIM.Efficiency of existing waatermarking methods may detoriate undervarious attacks. The Impact of the various watermark attacks are also evaluated over the extraction quality.
{"title":"Adaptive Colour Space based Robust Image Watermarking Using Serial DWT-HD-SVD domain","authors":"Sandeep Singh Rathord, Manish Rai","doi":"10.51456/ijeit.2021.v10i09.001","DOIUrl":"https://doi.org/10.51456/ijeit.2021.v10i09.001","url":null,"abstract":"Watermarking is used for the authentication and protection of digital image data. The color image watermarking is a challenging task and may endup to be lengthy. Various transformations based methods are used forenhacingwatermarkrobustnessand to keep itinvisible. Robustness of watermarking methods have been improved using the hybrid DWT-SVD domain. In this paper an improved hybrid transformation method is prpoposed, using the combination of the Hesenberg Decomposition (HD) with the existing DWT-SVD method. The LAB colour space is adopted at the pre-processing stage for the entropy maximization. The entropy analysis is used for justification of the colour space adaptation.Performance of the existing and proposed method is tested on colour images using parametric analysis of normalized correlation (NC),Peak signal to noise ration (PSNR) and SSIM.Efficiency of existing waatermarking methods may detoriate undervarious attacks. The Impact of the various watermark attacks are also evaluated over the extraction quality.","PeriodicalId":347608,"journal":{"name":"International Journal of Engineering and Innovative Technology","volume":"29 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-04-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126216194","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}
Pub Date : 2021-03-15DOI: 10.51456/ijeit.2021.v10i08.002
Achyut Paudel, Anu Bhattarai, Radhakrishna Mallik, G. Motra
Though masonry buildings are most impacted during earthquakes, and the construction of masonry structure cannot be completely avoided in all part of the earth, there is no proper study regarding the behavior of masonry structure regarding seismic performance analysis and design. Detailed analysis of masonry structures requires a detailed micro-modeling technique using finite element method which requires complex calculation and numerous parameters for analysis. In this paper, an approximated simplified finite element computational technique for non-linear analysis of masonry wall is proposed using sensitivity analysis for the flow parameter of masonry wall using a macro-modeling approach in which the masonry unit and mortar are homogenized into a single panel. An experimental wall in which the nonlinear analysis was performed was considered and numerical simulation using a macro-modeling approach is performed with the experimental properties in ABAQUS Software. With making numerical model, tensile and compressive stress-strain curve were obtained which were used to prepare concrete damage plasticity model for the modelling of masonry wall. The sensitivity analysis was performed for the determination of viscosity parameter and dilation angle. The model is prepared and run with various changing values of viscosity parameter and the one that matches with the experimental result was selected. In the same way, the model is prepared for various changing values of dilation angle and the one that matches with the experimental result was selected. The final model was prepared with the values of dilation angle and viscosity parameters thus prepared and the nonlinear force displacement relation was obtained. Thus obtained, non-linear force displacement curve is compared with the actual experimental force-displacement curve.
{"title":"Homogenization of Masonry Wall using Sensitivity Analysis","authors":"Achyut Paudel, Anu Bhattarai, Radhakrishna Mallik, G. Motra","doi":"10.51456/ijeit.2021.v10i08.002","DOIUrl":"https://doi.org/10.51456/ijeit.2021.v10i08.002","url":null,"abstract":"Though masonry buildings are most impacted during earthquakes, and the construction of masonry structure cannot be completely avoided in all part of the earth, there is no proper study regarding the behavior of masonry structure regarding seismic performance analysis and design. Detailed analysis of masonry structures requires a detailed micro-modeling technique using finite element method which requires complex calculation and numerous parameters for analysis. In this paper, an approximated simplified finite element computational technique for non-linear analysis of masonry wall is proposed using sensitivity analysis for the flow parameter of masonry wall using a macro-modeling approach in which the masonry unit and mortar are homogenized into a single panel. An experimental wall in which the nonlinear analysis was performed was considered and numerical simulation using a macro-modeling approach is performed with the experimental properties in ABAQUS Software. With making numerical model, tensile and compressive stress-strain curve were obtained which were used to prepare concrete damage plasticity model for the modelling of masonry wall. The sensitivity analysis was performed for the determination of viscosity parameter and dilation angle. The model is prepared and run with various changing values of viscosity parameter and the one that matches with the experimental result was selected. In the same way, the model is prepared for various changing values of dilation angle and the one that matches with the experimental result was selected. The final model was prepared with the values of dilation angle and viscosity parameters thus prepared and the nonlinear force displacement relation was obtained. Thus obtained, non-linear force displacement curve is compared with the actual experimental force-displacement curve.","PeriodicalId":347608,"journal":{"name":"International Journal of Engineering and Innovative Technology","volume":"18 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-03-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126046469","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}
Pub Date : 2021-03-15DOI: 10.51456/ijeit.2021.v10i08.001
M. Shichijo, Keita Kosugi, Y. Hasegawa, H. Uchida
We have studied the Light Addressable Amperometric Sensor (LAAS) which is a two dimensional electrochemical sensor. In this study we report the LAAS that enables multiples samples measurement based on planer structure made by photolithography. We deposited SU-8 and platinum films on the LAAS device to form well array in order to keep individual sample solutions. The LAAS performs individual measurements by selecting each well using addressing light beam. The results showed that the observed current value depends on concentration of redox species from 10pM to 1 mM in 1 well. Therefore, we found that the proposed structure functions correctly, and expect efficiency improvement of processes such as drug discovery screening
{"title":"A proposed LAAS with planer structure well array","authors":"M. Shichijo, Keita Kosugi, Y. Hasegawa, H. Uchida","doi":"10.51456/ijeit.2021.v10i08.001","DOIUrl":"https://doi.org/10.51456/ijeit.2021.v10i08.001","url":null,"abstract":"We have studied the Light Addressable Amperometric Sensor (LAAS) which is a two dimensional electrochemical sensor. In this study we report the LAAS that enables multiples samples measurement based on planer structure made by photolithography. We deposited SU-8 and platinum films on the LAAS device to form well array in order to keep individual sample solutions. The LAAS performs individual measurements by selecting each well using addressing light beam. The results showed that the observed current value depends on concentration of redox species from 10pM to 1 mM in 1 well. Therefore, we found that the proposed structure functions correctly, and expect efficiency improvement of processes such as drug discovery screening","PeriodicalId":347608,"journal":{"name":"International Journal of Engineering and Innovative Technology","volume":"13 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-03-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129263412","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}
Pub Date : 2020-11-15DOI: 10.51456/IJEIT.2020.V10I05.005
Priyanka Chourey, I. Khan
: The IOT based wireless sensors network (WSN) gas become an integral part of many smart applications for acquiring data over cloud/servers. Since life of networks are restricted by power availability of sensors. As sensor node acts as a switch in the network thus, assurance of efficient routing becomes the essential part to prolonging the utilization of energy. Therefore, it is mandatory to enhance the energy efficiency of these WSN systems. The sleep aware and awake method is widely used for saving the energy of the WSN networks. This paper proposes to design an efficient routing algorithm for WSN networks via examination and testing of numerous state of art routing protocols related to WSN. The optimum parametric selection approach is used for designing the energy efficient O-EESAA protocol. Different experiments were conducted to test the efficiency and current clustering dependent EESAA protocol of the proposed optimal design. Performance is compared based on the network life time, alive nodes, latency as FND, and the number of packets transmitted. Overall proposed energy model is good enough to improve the energy uses of WSN.
{"title":"A Case Study of Optimum Energy efficientroutingusing SAA Approach for WSN","authors":"Priyanka Chourey, I. Khan","doi":"10.51456/IJEIT.2020.V10I05.005","DOIUrl":"https://doi.org/10.51456/IJEIT.2020.V10I05.005","url":null,"abstract":": The IOT based wireless sensors network (WSN) gas become an integral part of many smart applications for acquiring data over cloud/servers. Since life of networks are restricted by power availability of sensors. As sensor node acts as a switch in the network thus, assurance of efficient routing becomes the essential part to prolonging the utilization of energy. Therefore, it is mandatory to enhance the energy efficiency of these WSN systems. The sleep aware and awake method is widely used for saving the energy of the WSN networks. This paper proposes to design an efficient routing algorithm for WSN networks via examination and testing of numerous state of art routing protocols related to WSN. The optimum parametric selection approach is used for designing the energy efficient O-EESAA protocol. Different experiments were conducted to test the efficiency and current clustering dependent EESAA protocol of the proposed optimal design. Performance is compared based on the network life time, alive nodes, latency as FND, and the number of packets transmitted. Overall proposed energy model is good enough to improve the energy uses of WSN.","PeriodicalId":347608,"journal":{"name":"International Journal of Engineering and Innovative Technology","volume":"89 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-11-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127679002","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}
Pub Date : 2020-11-15DOI: 10.51456/IJEIT.2020.V10I05.004
D. V. Thang, N. D. Pham
With its on-demand technology, cloud computing has advanced to allow vast volumes of data to be interchanged via cloud services. Scalable cloud services that store confidential data on cloud storage servers are therefore critical to the complex management of a number of problem fields: security, privacy, data sharing and cloud server integrity. In addition, in this expanded environment, validity and control of access to data should be retained. One of the core principles for cloud encryption is abe. An interest in this research is the auditing of data or integrity tests for secure cloud storage. The data audit approach allows an auditor to verify the consistency of the data files and submit the data owner's verification report, without understanding the files. This paper offers an RSA modified elliptic curve (ECMRSA) and an algorithm modified to md5 for the purpose of verifying the integrity of cloud data, to upload the encrypted data files of data users or proprietors to the cloud data server and send a request for a third-party audit to the auditor. On behalf of data holders, a third-party auditor (TPA) is called by the data server to ensure the file is credible. The auditor sends the audit report to the owner following maintenance of the data file accuracy. A public key coding scheme with homomorphic algorithms that produces a digital file signature or hash values for coded files is included in the proposed audit algorithm.
{"title":"Integrity Monitoring with ECMRSA Algorithm for Cloud Data Outsourcing","authors":"D. V. Thang, N. D. Pham","doi":"10.51456/IJEIT.2020.V10I05.004","DOIUrl":"https://doi.org/10.51456/IJEIT.2020.V10I05.004","url":null,"abstract":"With its on-demand technology, cloud computing has advanced to allow vast volumes of data to be interchanged via cloud services. Scalable cloud services that store confidential data on cloud storage servers are therefore critical to the complex management of a number of problem fields: security, privacy, data sharing and cloud server integrity. In addition, in this expanded environment, validity and control of access to data should be retained. One of the core principles for cloud encryption is abe. An interest in this research is the auditing of data or integrity tests for secure cloud storage. The data audit approach allows an auditor to verify the consistency of the data files and submit the data owner's verification report, without understanding the files. This paper offers an RSA modified elliptic curve (ECMRSA) and an algorithm modified to md5 for the purpose of verifying the integrity of cloud data, to upload the encrypted data files of data users or proprietors to the cloud data server and send a request for a third-party audit to the auditor. On behalf of data holders, a third-party auditor (TPA) is called by the data server to ensure the file is credible. The auditor sends the audit report to the owner following maintenance of the data file accuracy. A public key coding scheme with homomorphic algorithms that produces a digital file signature or hash values for coded files is included in the proposed audit algorithm.","PeriodicalId":347608,"journal":{"name":"International Journal of Engineering and Innovative Technology","volume":"43 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-11-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129316420","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}
Pub Date : 2020-10-15DOI: 10.51456/IJEIT.2020.V10I04.002
P. Diogo, T. Pinto
DOI: 10.51456/IJEIT.2020.v10i04.002 Page 7 Abstract— Architecture, as a science, presents great visibility in urban spaces. Understanding the continuity from past shapes represent insights on ancient times, societies, one intends to analyze which factors determine such continuity. The main aim will be to consider architecture as a continuity element, emphasizing its position on urban settings, i.e., urban visibility. In the urban space, one finds the difference between what endured over time and new constructions. The current urban reality will then become the synthesis between transformations conducted on pre-existence or new constructions. Beginning by framing an urban space with monumental relations and ephemeral representations, one intends to approach architecture under a broad perspective, while not overlooking theoretical and historical relations underlying to the place from a scholastic point of view and trying to analyze the architectures’ work together with accumulated problems or transformations that take place with less theoretical and scholastic visibility.
{"title":"The Ephemerality between the Scenographic and Monumental Architecture – Part II","authors":"P. Diogo, T. Pinto","doi":"10.51456/IJEIT.2020.V10I04.002","DOIUrl":"https://doi.org/10.51456/IJEIT.2020.V10I04.002","url":null,"abstract":"DOI: 10.51456/IJEIT.2020.v10i04.002 Page 7 Abstract— Architecture, as a science, presents great visibility in urban spaces. Understanding the continuity from past shapes represent insights on ancient times, societies, one intends to analyze which factors determine such continuity. The main aim will be to consider architecture as a continuity element, emphasizing its position on urban settings, i.e., urban visibility. In the urban space, one finds the difference between what endured over time and new constructions. The current urban reality will then become the synthesis between transformations conducted on pre-existence or new constructions. Beginning by framing an urban space with monumental relations and ephemeral representations, one intends to approach architecture under a broad perspective, while not overlooking theoretical and historical relations underlying to the place from a scholastic point of view and trying to analyze the architectures’ work together with accumulated problems or transformations that take place with less theoretical and scholastic visibility.","PeriodicalId":347608,"journal":{"name":"International Journal of Engineering and Innovative Technology","volume":"9 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-10-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115001110","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}
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