Generation of Electric Power through Gas Turbine

The major components of a gas turbine are compressor, combustors, turbine and generator. It operates by continuous drawing in fresh air into the compressor. The Air is then compressed to a high pressure in the compressor and discharge into the combustion. Here the air is missed with gas and burns continuous once ignited to increase its energy level at constant pressure. The high pressure and temperature combustion product enter an expansion turbine that converts the gas thermal energy into mechanical energy of a rotating shaft, which in turn drives the generator rotor. The resulting low pressure and low temperature gases are discharged to atmosphere at constant pressure after expanding through the turbine. 

by Saurav "Generation of Electric Power through Gas Turbine" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd31745.pdf 

Paper Url :https://www.ijtsrd.com/engineering/mechanical-engineering/31745/generation-of-electric-power-through-gas-turbine/saurav

callforpaperpharmacy, pharmacyjournal, internationalpeerreviewedjournal

Experimental Study on Light Weight Concrete by Partical Replacement of Cement and Fine and Fine Aggeregates by Fly and Termocal

Light weight concrete plays an important role in structural engineering and its use to steadily increasing light weight concrete using mix M25 and made by partial replacement of cement and fine aggregate by fly ash thermocol. It has many advantages of dead load reduction high thermal insulation, increase the process of building and lowers haulage cos. It is include an expanding agent in that it increase the volume of mixture. 

by Bharath V B | Kuldeep Singh Solanki | Savitha S Biradar | Vivek Kumar "Experimental Study on Light Weight Concrete by Partical Replacement of Cement and Fine and Fine Aggeregates by Fly and Termocal" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd31771.pdf 

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/31771/experimental-study-on-light-weight-concrete-by-partical-replacement-of-cement-and-fine-and-fine-aggeregates-by-fly-and-termocal/bharath-v-b

callforpapertechnology, technologyjournal

Seismic Performance of RC Frame Building with Different Position of Shear Wall

 An earthquake force is a very strange force and behaves quite differently than Gravity and Wind loads, striking the weakest spot in the whole three dimensional structure. It’s not earthquake that kills, in fact ignorance in design and poor quality construction results in many weaknesses in the structure that cause serious damage to life and property. Masonry Infill are frequently used to fill the gap between the vertical and horizontal resisting elements of the building frames with the assumption that these in fills will not take part in resisting any kind of load either axial or lateral. Hence, its significance in the analysis is generally neglected by the designer. In fact, infill wall and shear wall considerably enhance the rigidity and strength of the frame structure. Various researches suggest that the bare frame has comparatively lesser stiffness and strength than the infill frame and frame with shear wall, therefore their ignorance cause failure of many multistorey buildings when subjected to seismic loads. In the present study, the finite element analysis of RC frame models viz. a bare frame a frame with shear wall considering infill a bare frame with shear wall has been carried out and the number of storeys vary as G 3, G 5, G 7 and G 9. Linear analysis of all RC frame structures has been performed as per IS 1893 Part 1 2002 and IS 456 2000. In this study only in plane stiffness of masonry wall has been considered and infill panels modelled as equivalent diagonal strut elements. The behaviour of buildings subjected to Gravity and Seismic loads with the help of Response Spectrum Analysis using FEM based software and the effect on Time Period, Mass Participation factor, and Storey Drift has been observed. Strength and Rigidity of RC bare frame structures is found increasing after the inclusion of infill panels and shear wall. 

by Bharath V B | Kuldeep Singh Solanki | Aashutosh Raj Yadav "Seismic Performance of RC Frame Building with Different Position of Shear Wall" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd31728.pdf 

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/31728/seismic-performance-of-rc-frame-building-with-different-position-of-shear-wall/bharath-v-b

internationaljournalofscience, openaccessjournalofscience, ugcapprovedjournalsforscience 

Performance Analysis of MIMO System on Different Modulation Scheme over Rician Channel

The wireless communications is one of the most active areas of technology development of our time. Recently, orthogonal frequency division multiplexing has been regarded as one of the core technologies for various wireless communication systems. The BER level is depend on the modulation type, SNR value and channel behavior. The Modulation schemes that we have used in this thesis are 4 QAM, 8 QAM, 16 QAM and 64 QAM which further improved using forward error correction codes FEC . A comparison is made between the diversity gain of MIMO systems in terms of BER for high QAM modulation scheme. This work presents, by a simulation toll MATLAB R2013a used for model implemented using fading channel to the performance analysis of Bit Error rate BER V S Signal to Noise ratio SNR . 

by Mona Ranjan | Praven K Patidar "Performance Analysis of MIMO System on Different Modulation Scheme over Rician Channel" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd31730.pdf 

Paper Url :https://www.ijtsrd.com/engineering/electronics-and-communication-engineering/31730/performance-analysis-of-mimo-system-on-different-modulation-scheme-over-rician-channel/mona-ranjan

internationaljournalsinengineering, callforpaperengineering, ugcapprovedengineeringjournal 

Fuzzy Based Decision Making System for the Detection of Diabetic Retinopathy

Diabetic Retinopathy is disease of eye that causes injury to the retina and it may ultimately lead to absolute loss of sight. Tests which detect the diabetic retinopathy like visual acuity examination, pupil dilation, and Optical Coherence Tomography OCT are time intense and affects patients too. Fuzzy inference based model allows intelligent system to examine the patient and then infers a conclusion. The proposed fuzzy expert model deploys 9 Input Parameters Intra ocular pressure, visual field, glucose level in blood, high density lipoprotein, low density lipoprotein, hemoglobin, Glycated sugar, blood pressure and Triglyceride . In this model, expert system recognizes the normal eye, diabetic retinopathy Severe , diabetic retinopathy moderate and diabetic retinopathy Mild on the behalf of these 9 Parameters. This technique has efficient low computational cost and has comparative outcomes to those of the ophthalmologist having 88 accuracy. 

by Ratish | Neeru Malhotra | Vishav Kapoor "Fuzzy Based Decision Making System for the Detection of Diabetic Retinopathy" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd30325.pdf 

Paper Url :https://www.ijtsrd.com/engineering/electronics-and-communication-engineering/30325/fuzzy-based-decision-making-system-for-the-detection-of-diabetic-retinopathy/ratish

internationaljournalsofcomputerscience, callforpapercomputerscience, ugcapprovedjournalsforcomputerscience 

A CFD Study on Plate Heat Exchanger using Nanofluid with Different Corrugated Channels Configurations under Forced Convection Flow

Notwithstanding the fact that various empirical experiments have been performed on heat transfer and pressure drop in the corrugated surface as a result of parametric variance of the individual surface pattern. Nonetheless, there are very unusual records of heat transfer properties and pressure rises across corrugated channels with various surface patterns. The purpose of this work is therefore to include a comparative analysis with various surface patterns such that researchers can establish an optimization tool to pick an effective solution. For this research, the thermal and hydraulic properties of the corrugated fluid channels proposed to be semi circular and triangular Plate heat exchangers PHE was studied through computational fluid dynamics CFD simulations utilizing popular CFD software ANSYS CFX 17.0. The goal of this analysis was to numerically model and validate the semi circular corrugated channel with dimensions parameters taken from available literature, and then to model analyze the triangular corrugated channel related to the triangular model. In fact, in order to promote trust in this model, a distinction was made between the expected values and the findings of the literature for exactly the same event. An entire fluid channel is simulated using nanoparticles volume fractions of Al2O3 and Reynolds number ranging from 0 to 6 and 10,000–30,000. The results showed that compared to semi circular model at Re 10000 with volume fraction 6 of Al2O3 in water, the Nusselt number for triangular model increases 6.23 referred to semi circular model. With progression with volume fraction, Nusselt number increases. For triangular channel with Re=10000, at 0 volume fraction Nu=129.16 while at 6 volume fraction Nu=159.35. 

by Madhuri Singh | Prof. Animesh Singhai "A CFD Study on Plate Heat Exchanger using Nanofluid with Different Corrugated Channels Configurations under Forced Convection Flow" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd31718.pdf 

Paper Url :https://www.ijtsrd.com/engineering/mechanical-engineering/31718/a-cfd-study-on-plate-heat-exchanger-using-nanofluid-with-different-corrugated-channels-configurations-under-forced-convection-flow/madhuri-singh

callforpaperpapersinjournals, multidisciplinaryjournal

The Finite Element Analysis of G 6 Steel Frame with and without Bracing Elements Performed using Staad

Nowadays the objectives of civil engineering is to design a building’s lateral resistance to wind and earthquake forces are to provide a system of shear walls, diaphragms, and interconnections to transfer lateral loads and overturning forces to the foundation, to prevent building collapse in extreme wind and seismic events and to provide adequate stiffness to the structure for service loads experienced in moderate wind and seismic events. In modern life styles people requirements also modern and different to fulfill and also scarcity of land to construct preferring high raised building with proper facilities. The high raised multi storey buildings having height is more than 30 meters. These using for different purposes like residential, educational institutes, commercial, healthcare and storage power generation etc. from the past few years the many structures are damaged and collapsed by earthquake, it shows that need of seismic adequacy for the existing building structures. The behavior of high rise structural systems is dominated by lateral forces induced due to wind and earthquake actions. Hence the structural system consists of elements introduced mainly to resist lateral forces. In such cases stiffness rather than strength dominates the design of tall buildings. The steel braced frame is one of the structural systems used to resist lateral loads in multi storied buildings. Bracings ar usually provided to increases stability and stiffness of the structure under lateral loading. This also reduces lateral displacement significantly.

 

by Bharath V B | Kuldeep Singh Solanki | Musaddik Yakubu Adam "The Finite Element Analysis of G+6 Steel Frame with and without Bracing Elements Performed using Staad" 

Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5 , August 2020, 

URL: https://www.ijtsrd.com/papers/ijtsrd31264.pdf 

Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/31264/the-finite-element-analysis-of-g6-steel-frame-with-and-without-bracing-elements-performed-using-staad/bharath-v-b

callforpapermedicalscience, medicalsciencejournal