This thesis-Project report is submitted as a part of M Tech in Electronics and Communication Engineering.You can take help of this thesis to prepare your M Tech B Tech Final year project report.
Abstract:-
The global technique of detection of the features is Hough transform used in image processing, computer vision and image analysis. The detection of prominent line of the object under consideration is the main purpose of the Hough transform which is carried out by the process of voting. Parameter space of the object is used for carrying out the voting. From this parameter space, the local maximum is extracted and thus completing the algorithm of Hough transform. The first part of this work is the use of Hough transform as feature vector, tested on Indian license plate system, having font of UK standard and UK standard 3D, which has ten slots for characters and numbers.
An input image taken is which an RGB image, further the input image is cropped and the significant blocks of information in the number plate are thus obtained. The ten sub images thus obtained from the input image are also RGB and among which 4 are alphabets while the rest are numbers. These sub images are fed to Hough transform and Hough peaks to extract the Hough peaks information. First two Hough peaks are taken into account for the recognition purposes.
The edge detection along with image rotation is also used prior to the implementation of Hough transform in order to get the edges of the binary image. Further, the image rotation angle is varied; the superior results are taken under consideration.
The second part of this work makes the use of Hough transform and Hough peaks, for examining the optical nerve patterns of eye. An available database for RIM-one is used to serve the purpose. The optical nerve pattern is unique for every human being and remains almost unchanged throughout the life time. The unique patterns of optical nerves are examined, to obtain there Hough peaks information. The only way of alteration of these patterns are eye diseases. Diseases like Glaucoma makes the patterns of optical nerve which stays constant through the life time change significantly. So the purpose is to detect the change in the pattern report the abnormality, to make automatic system so capable that they can replace the experts of that field. For this detection purpose Hough transform and Hough peaks are used and the fact that these nerve patterns are unique in every sense is confirmed.
Download this Project Report on "RECOGNITION OF LICENCE PLATE AND DETECTION OF OPTICAL NERVE PATTERN" for just a study purpose to prepare your final year Electronics and Communication engineering Project.
This thesis-Project report is submitted as a part of M Tech in Electronics and Communication Engineering.You can take help of this thesis to prepare your M Tech B Tech Final year project report.
Abstract:-
Since many years ago, studies in the medical remote monitoring at home has taken a great consideration and care in wireless communication technology. The set of these studies is linked to needy people as aged ones, physically disabled in short time, in order to the adaptation with their environment domestically and build up their in capabilities. In this point of view, it is important to make a diagnostic in a real time and managed really the given data of patients between medical personnel with the permanent safety insurance of critical edge patients. Furthermore, the need to make a speed diagnostic of patients and to distinguish their health state with efficacy permits the gain of time in their taking off. Our attention has been aimed on the option of a relevant work.
It concerns an function on a mobile terminal (MIDlet) for monitoring patient in a non-hospital environment.This article evokes a complete structural design of an economic wireless communication system with the implementation of an efficient algorithm, adapted to the mobile terminal, allowing to the doctor to have the results of analysis of ECG information wirelessly.
Download this Project Report on "DIAGNOSIS OF ECG ARRHYTHMIAS IN WIRELESS TELECARDIOLOGY" for just a study purpose to prepare your final year Electronics and Communication engineering Project. [ATTACHMENT NOT FOUND]
This thesis-Project report is submitted as a part of M Tech in Electronics and Communication Engineering.You can take help of this thesis to prepare your M Tech B Tech Final year project report. Abstract:-
Cognitive radio sensor network (CRSN) is a recently emerging paradigm that aims to utilize the unique features provided by CR concept to incorporate additional capabilities to Wireless Sensor Network (WSN). A CRSN is a distributed network of wireless cognitive radio sensor nodes, which perform sensing operation on event signals and collaboratively communicate their readings over dynamically available spectrum bands in a multi-hop manner ultimately to satisfy the application-specific requirements. The realization of CRSN depends on addressing many difficult challenges, posed by the unique characteristics of both cognitive radio and sensor networks, and further amplified by their union.
Spectrum sensing technique plays an important role in the design of a CRSN. The first phase of this thesis work is concentrated in identifying the suitable spectrum sensing strategy for a CRSN by analyzing different spectrum sensing strategies and comparing together. The second phase involves a search for an optimum spectrum sensing scheme suitable for the resource constrained nature of CRSN by combining two or more sensing schemes together i.e. Hybrid Spectrum Sensing. The thesis concludes with a remark that hybrid spectrum sensing schemes are the most appropriate sensing schemes for CRSN under its unique constraints
Download this Project Report on Spectrum Sensing Techniques for Cognitive Radio Sensor Networks for just a study purpose to prepare your final year Electronics and Communication engineering Project.
This thesis-Project report is submitted as a part of M Tech in Electronics and Communication Engineering.You can take help of this thesis to prepare your M Tech B Tech Final year project report.
Abstract:-
Face is a complex multidimensional structure and needs good computing techniques for recognition. Our approach treats face recognition as a two-dimensional recognition problem.
In this thesis face recognition is done by Principal Component Analysis (PCA) and by Discrete Cosine Transform (DCT). Face images are projected onto a face space that encodes best variation among known face images. The face space is defined by eigenface which are
eigenvectors of the set of faces. In the DCT approach we take transform the image into the frequency domain and extract the feature from it. For feature extraction we use two approach.
In the 1st approach we take the DCT of the whole image and extract the feature from it.
In the 2nd approach we divide the image into sub-images and take DCT of each of them and then extract the feature vector from them.
Download this Project Report on Face Recognition for just a study purpose to prepare your final year Electronics and Communication engineering Project.
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This thesis-Project report is submitted as a part of M Tech in Civil Engineering.You can take help of this thesis to prepare your M Tech B Tech Final year project report.
Abstract:- Nuclear accidents can be due to release of radioactive elements into air, into water body and soil, leakages from outdated reactors, etc. Moisture or humidity detection is the primary leakage detection method, but there may be variation in the moisture content of soil around the nuclear storage tanks due to various other reasons, such as rainfall or change in groundwater table, which gives inconsistent warning. In the present study multifunctional equipment is fabricated that estimates soil thermal resistivity, electrical resistivity and the moisture content in the soil.
The thermal probe was calibrated using standard glycerol and the electrical probe was calibrated using sodium chloride and potassium chloride solution. A Laboratory model study was conducted simulating the nuclear leakage using sodium thiosulphate pentahydrate solution. The difference in thermal and electrical resistivity corresponding to moisture leakage and high conductivity fluid solution was identified.
The equipment will help us in predicting the soil thermal and electrical properties, which can be used to give timely warning if there is any abnormal release/leakage of nuclear wastes from the storage tanks.
This thesis-Project report is submitted as a part of M Tech in Computer Engineering.You can take help of this thesis to prepare your M Tech B Tech Final year project report.
Abstract:-
In the present generation, the social life of everyone has become associated with the online social networks. These sites have made a drastic change in the way we pursue our social life. Making friends and keeping in contact with them and their updates
has become easier. But with their rapid growth, many problems like fake profiles,online impersonation have also grown. There are no feasible solution exist to control these problems. In this project, we came up with a framework with which automatic detection of fake profiles is possible and is ecient. This framework uses classication techniques like Support Vector Machine, Nave Bayes and Decision trees to classify the profiles into fake or genuine classes. As, this is an automatic detection method,it can be applied easily by online social networks which has millions of profile whose profiles can not be examined manually.
This thesis-Project report is submitted as a part of M Tech in Civil Engineering.You can take help of this thesis to prepare your M Tech B Tech Final year project report.
Abstract:-
Rock mass classification is widely used throughout the underground mining industry in both coal and hard rock mines. It is used in all stages of the mining process, from site characterization to production operations. Rock mass characterization is an integral part of rock engineering practice. There is several classification systems used for design of structures on/in rock strata. It is interesting to note that these classification systems: RMi, RMR, Q and GSI, have their origin in civil engineering.
Rock mass classification systems are used for various engineering design and stability analysis. These are based on empirical relations between rock mass parameters and engineering applications, such as tunnels, slopes, foundations, and excavatability. Rock mass classification systems have gained wide attention and are frequently used in rock engineering and design. However, all of these systems have limitations, but applied appropriately and with care as they are valuable tools. Different joint configurations will be introduced to achieve the most common modes of failure occurring in nature. A coefficient called Joint factor has been used to account for the weakness brought into the intact rock by jointing. Models have been being prepared using plaster of Paris and Lime-plaster of Paris mix specimens and different degrees of anisotropy have been induced by making joints in them varying from 0 to 90 degree. The specimen will be tested under direct shear, uniaxial compression to determine the various parameters.
Rock mass classification system uses rock mass modulus for characterization of systems: RMR, Q, GSI and others. The rock mass classification includes some inputs obtained from intact rock and discontinuity properties, which have major influence on assessment of engineering behavior of rock mass.
This thesis-Project report is submitted as a part of M Tech in Civil Engineering.You can take help of this thesis to prepare your M Tech B Tech Final year project report.
Abstract:-
A metro system is a railway transport system in an urban area with a high capacity, frequency and the grade separation from other traffic. Metro System is used in cities, agglomerations, and metropolitan areas to transport large numbers of people. An elevated metro system is more preferred type of metro system due to ease of construction and also it makes urban areas more accessible without any construction difficulty. An elevated metro system has two major elements pier and box girder. The present study focuses on two major elements, pier and box girder, of an elevated metro structural system.
Conventionally the pier of a metro bridge is designed using a force based approach. During a seismic loading, the behavior of a single pier elevated bridge relies mostly on the ductility and the displacement capacity. It is important to check the ductility of such single piers. Force based methods do not explicitly check the displacement capacity during the design. The codes are now moving towards a performance-based (displacement-based) design approach, which consider the design as per the target performances at the design stage. Performance of a pier designed by a Direct Displacement Based Design is compared with that of a force-based designed one. The design of the pier is done by both force based seismic design method and direct displacement based seismic design method in the first part of the study.
In the second part, a parametric study on behavior of box girder bridges is carried out by using finite element method. The finite element model is validated with model of Gupta et al. (2010). The parameters considered to present the behavior of Single Cell Box Girder, Double Cell Box Girder and Triple Cell Box Girder bridges are radius of curvature, span length and span length to the radius of curvature ratio. These parameters are used to evaluate the responses of box girder bridges namely, longitudinal stresses at the top and bottom, shear, torsion, moment, deflection and fundamental frequency of three types of box girder bridges.
The performance assessment of selected designed pier showed that, the Force Based Design Method may not always guarantee the performance parameter required and in the present case the pier achieved the target requirement. In case of Direct Displacement Based Design Method, selected pier achieved the behaviour factors more than targeted Values. These conclusions can be considered only for the selected pier.
The parametric study on behavior of box girder bridges showed that, as curvature decreases, responses such as longitudinal stresses at the top and bottom, shear, torsion, moment and deflection decreases for three types of box girder bridges and it shows not much variation for fundamental frequency of three types of box girder bridges due to the constant span length. It is observed that as the span length increases, longitudinal stresses at the top and bottom, shear, torsion, moment and deflection increases for three types of box girder bridges. As the span length increases, fundamental frequency decreases for three types of box girder bridges. Also, it is noted that as the span length to the radius of curvature ratio increases responses parameter longitudinal stresses at the top and bottom, shear, torsion, moment and deflection are increases for three types of box girder bridges. As the span length to the radius of curvature ratio increases fundamental frequency decreases for three types of box girder bridges.
This thesis-Project report is submitted as a part of M Tech in Civil Engineering.You can take help of this thesis to prepare your M Tech B Tech Final year project report.
Abstract:-
Shear collapse of reinforced concrete (RC) members is catastrophic and occurs suddenly with no advance warning of distress. In several occasions existing RC beams have been found to be deficient in shear and in need of strengthening. Conventional shear strengthening method such as external post tensioning, member enlargement along with internal transverse steel, and bonded steel plates are very costly, requiring extensive equipment, time, and significant labor. Conversely, the relatively new alternative strengthening technique using advanced composite materials, known as fiber reinforced polymer (FRP), offers significant advantages such as flexibility in design, ease of installation, reduced construction time, and improved durability.
The overall objective of this study was to investigate the shear performance and failure modes of RC T-beams strengthened with externally bonded GFRP sheets. In order to achieve these objectives, an extensive experimental program consisting of testing eleven, full scale RC beams was carried out. The variables investigated in this study included steel stirrups, shear span-to-depth ratio, GFRP amount.
The experimental results indicated that the contribution of externally bonded GFRP to the shear capacity is significant and depends on the variable investigated. The failures of strengthened beams are initiated with the debonding failure of FRP sheets followed by brittle shear failure. However, the shear capacity of these beams has increased as compared to the control beam which can be further improved if the debonding failure is prevented. An innovative method of anchorage technique by using GFRP plates has been used to prevent these premature failures, which as a result ensure full utilization of the strength of FRP.
A theoretical study is also proposed by using ACI guidelines for computing the shear capacity of the strengthened beams.
This thesis-Project report is submitted as a part of M Tech in Civil Engineering.You can take help of this thesis to prepare your M Tech B Tech Final year project report.
Abstract:-
Hot mix technology has seen significant advances through many research programs. Cold mix technology is lagging behind in both research and application fields which is quite observable in a developing country like India. This is the primary motivation underlying selection of this cold mix technology as the present research area. Besides, it has environmental and economical advantages over hot mixes. Till now there is no universally accepted cold mix design procedure. In the absence of uniformity in the laboratory cold mix design procedures followed by different researchers/agencies/organisation, it is difficult to form reliable correlations and to have a comparative study between experimental results reported by them.
Hence the objectives of this project work are aimed to select important mix parameters and determine their effects on performance of Cold Mix Asphalt (CMA). The mix parameters selected for the present work are (i) method of compaction, (ii) level of compaction, (iii) additives and (iv) aggregate gradation.
The first three parameters are selected for their importance as presented in a number of previous research works. The last one has been selected as nowhere in literature much attention has been paid to the aggregate gradation which is the skeleton of the compacted mix. It is observed that Bailey method for gradation selection is the only method for HMA/SMA mixture which analyses the aggregate gradations both considering the blend by volume as well as blend by weight. In this study Bailey’s concept has been considered for cold mix design. All the mix parameters have been selected to assess the effect on Marshall properties of CMA mixture.
Initially a suitable experimental methodology has been prepared and then the effects of selected mix parameters on performance of compacted mix are studied. Finally a comparative study for above results has been done on basis of the Marshall Stability and air void content of the cold mix. Considering all the selected mix parameters it is observed that only in case of gyratory compaction the adequate air void range (3 to 5 %) in cold mixes can be achieved. Besides, though each and every parameter has contributed to increase the Marshall Stability of cold mixes, cement and developed gradations have shown more significant increase in stability of cold mixes.