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Browse all published issues of International Journal of Technical Innovation in Modern Engineering & Science. Click any issue card to view its papers inline.

Volume 12 2026

3 issues · 5 papers

Issue 1

(January - March) 2026

2 papers →

Issue 2

(April - June) 2026

2 papers →

Issue 3

(July - September) 2026

1 paper →

Volume 11 2025

4 issues · 11 papers

Issue 1

(January - March) 2025

3 papers →

Issue 2

(April - June) 2025

3 papers →

Issue 3

(July - September) 2025

2 papers →

Issue 4

(October - December) 2025

3 papers →

Volume 10 2024

5 issues · 13 papers

Issue 1

(January - March) 2024

2 papers →

Issue 2

(April - June) 2024

4 papers →

Issue 3

(July - September) 2024

1 paper →

Issue 4

(October - December) 2024

3 papers →

Issue 10

Issue 10 2024

3 papers →

Volume 9 2023

4 issues · 12 papers

Issue 1

(January - March) 2023

3 papers →

Issue 2

(April - June) 2023

2 papers →

Issue 3

(July - September) 2023

2 papers →

Issue 4

(October - December) 2023

5 papers →

Volume 8 2022

7 issues · 7 papers

Issue 2

(April - June) 2022

1 paper →

Issue 3

(July - September) 2022

1 paper →

Issue 4

(October - December) 2022

1 paper →

Issue 5

Issue 5 2022

1 paper →

Issue 10

Issue 10 2022

1 paper →

Issue 11

Issue 11 2022

1 paper →

Issue 12

Issue 12 2022

1 paper →

Volume 7 2021

10 issues · 15 papers

Issue 1

(January - March) 2021

3 papers →

Issue 2

(April - June) 2021

2 papers →

Issue 4

(October - December) 2021

1 paper →

Issue 5

Issue 5 2021

2 papers →

Issue 7

Issue 7 2021

1 paper →

Issue 8

Issue 8 2021

1 paper →

Issue 9

Issue 9 2021

2 papers →

Issue 10

Issue 10 2021

1 paper →

Issue 11

Issue 11 2021

1 paper →

Issue 12

Issue 12 2021

1 paper →

Volume 6 2020

12 issues · 80 papers

Issue 1

(January - March) 2020

7 papers →

Issue 2

(April - June) 2020

6 papers →

Issue 3

(July - September) 2020

8 papers →

Issue 4

(October - December) 2020

5 papers →

Issue 5

Issue 5 2020

8 papers →

Issue 6

Issue 6 2020

8 papers →

Issue 7

Issue 7 2020

4 papers →

Issue 8

Issue 8 2020

7 papers →

Issue 9

Issue 9 2020

7 papers →

Issue 10

Issue 10 2020

11 papers →

Issue 11

Issue 11 2020

7 papers →

Issue 12

Issue 12 2020

2 papers →

Volume 5 2019

19 issues · 1424 papers

Issue 1

(January - March) 2019

68 papers →

Issue 2

(April - June) 2019

59 papers →

Issue 3

(July - September) 2019

202 papers →

Issue 4

(October - December) 2019

202 papers →

Issue 5

Issue 5 2019

194 papers →

Issue 6

Issue 6 2019

111 papers →

Issue 7

Issue 7 2019

61 papers →

Issue 8

Issue 8 2019

39 papers →

Issue 9

Issue 9 2019

14 papers →

Issue 10

Issue 10 2019

4 papers →

Issue 11

Issue 11 2019

9 papers →

Issue 12

Issue 12 2019

6 papers →

Issue 13

Issue 13 2019

162 papers →

Issue 14

Issue 14 2019

56 papers →

Issue 15

Issue 15 2019

18 papers →

Issue 16

Issue 16 2019

46 papers →

Issue 17

Issue 17 2019

12 papers →

Issue 18

Issue 18 2019

142 papers →

Issue 19

Issue 19 2019

19 papers →

Volume 4 2018

13 issues · 1461 papers

Issue 1

(January - March) 2018

44 papers →

Issue 2

(April - June) 2018

22 papers →

Issue 3

(July - September) 2018

22 papers →

Issue 4

(October - December) 2018

64 papers →

Issue 5

Issue 5 2018

240 papers →

Issue 6

Issue 6 2018

251 papers →

Issue 7

Issue 7 2018

201 papers →

Issue 8

Issue 8 2018

157 papers →

Issue 9

Issue 9 2018

120 papers →

Issue 10

Issue 10 2018

92 papers →

Issue 11

Issue 11 2018

104 papers →

Issue 12

Issue 12 2018

114 papers →

Issue 13

Issue 13 2018

30 papers →

Vol.4, Issue 2 — (April - June) 2018 22 papers

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-906A6C

Performance Analysis of Co-planar Antenna in X-Band Range for Different Substrate Materials

K.Y.K.G.R. Srinivasu · Department of ECE & Vignan’s Institute of Information Technology, IN

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Abstract Antenna engineering acts as a center wing for the sophistification of communication systems.This paper emphasizes on the design of a aerial in X-Band range with the center frequency as 10GHz. The modelled radiator as a unique structure with repeated microscopic cylindrical slots. The outcome of this work has found its applications in UHF, VHF and microwave communication systems. FR4 Epoxy and Rogers RT Duroid 5880 are the insulating materials used in this design. The dimensions of the aerial for two different materials are determined by using same set of transmission line model equations. Out of the four available feeding techniques, microstrip edge feed has been chosen because of the ease of fabrication. Antenna attributes gain, directivity, Return loss and standing wave ratio were observed and compared. High Frequency Stuructural Simulator 15.0 is the software used to design the antenna.

Keywords: Aerial, FR4 Epoxy, Rogers RT Duroid 588, Transmission line model equations, microstrip edge feed, HFSS.

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-475B21

ROUTING PROTOCOL ASSORT CIRCULAR ASSEMBLY IN THE AUTHORITY USE OF WIRELESS SENSOR NETWORKS

Patha Ramesh Goud , A. Santoshi, Dr.R.Ch. A. Naidu · M.Tech Student, Dept of CSE, St. Martin's Engineering College, Hyderabad, T.S, India, IN

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Abstract We theoretically prove the suggested protocol is capable of 100 % clone recognition probability with trustful witnesses. Particularly, we exploit the place information of sensors and at random select witnesses situated in a diamond ring place to verify the authenticity of sensors and also to report detected clone attacks. Using the clone recognition protocol, we are designed for maximizing the clone recognition probability. Our objective would be to propose a distributed clone recognition protocol with random witness selection to be able to increase the clone recognition probability as the negative impact of network lifetime and the advantages of data buffer storage ought to be minimized. The ring structure facilitates energy-efficient data forwarding across the path for the witnesses and also the sink. Furthermore, in many existing clone recognition protocols with random witness selection plan, the needed buffer storage of sensors is generally determined by the node density. Extensive simulations show our suggested protocol is capable of lengthy network lifetime by effectively disbursing the traffic load over the network. The present system doesn't make certain that a minimum of one from the witnesses can look into the identity from the sensor nodes to find out whether there's a clone attack or otherwise. The performance from the ERCD protocol is evaluated when it comes to clone recognition probability, power consumption, network lifetime, and knowledge buffer capacity. Extensive simulation results show our suggested ERCD protocol is capable of superior performance with regards to the clone recognition probability and network lifetime with reasonable data buffer capacity

Keywords: Wireless sensor networks, clone detection protocol, network lifetime, energy efficiency.

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-29F9E7

DESIGN AND ANALYSIS OF INDUSTRIAL EQUIPMENT FOUNDATIONS

C. SAIPRAVEEN , DR.C. SASHIDHAR · M. Tech (Computer aided structural Engineering), Department of Civil Engineering, JNTUA College of Engineering , Ananthapuramu. 515002, India, IN

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Abstract In Industrial Sector like Oil & Gas, Refinery & Power plants different types of Equipment’s play a major role for process requirement. Majority of Equipment’s are categorized into Horizontal Vessels, vertical vessels, Exchangers, large storage tanks, pumps, turbo generators etc. These are further classified into Static Equipment’s and Dynamic Equipment’s based on rotations and vibrations. The Sizing of the Equipment’s shall be designed based on process requirement, location and Elevation shall be decided by Piping discipline and Equipment details will be decided by Mechanical Discipline. Equipment Foundations design is major challenge for Structural Engineers to withstand process loads and Environments loads for different load combinations in terms of safety and economy. In order to carryout Foundation design for different loads and load combinations for optimum design several research carried out by using Finite Element Analysis with different software like SAP, ANSYS, STAAD Pro etc. Stack like structures are chimneys, Vertical Vessels which are having Height to Diameter ratio (H/D) is more than 20 are self-standing Equipment’s and the Foundations are independent Foundations. Most of the Vertical Equipment’s foundations are Octagonal in shape for Constructability point of view and economy point of view. In the present project, Equipment Foundations coming in Industrial Sector are studied and a Chimney Foundation has been analysed by using STAAD.pro software and Designed by using Internationals codes as per American code of institute and Saudi Arabian Best Practise(SABP-Q-003) Foundation is modelled as 4-noded rectangular mesh in 3D model and Stresses arrived from Analysis by using STAAD Pro are compared with Allowable stress based on codal provisions and Reinforcement is designed accordingly.

Keywords: Horizontal Vessels, Vertical Vessels, Static Equipment, Dynamic Equipment, Independent Foundations, Chimney Foundation.

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-CEC8AB

ANALYSIS AND DESIGN OF SKYSCRAPER BUILDING OF G+60 STOREYS IN ALL SEISMIC ZONES BY USING ETABS SOFTWARE

K. Aswani , Dr.H.Sudarsana Rao, Dr.Vaishali.G. Ghorpade · M.Tech ( Structural Engineering), Department of Civil Engineering, J.N.T.U.A College of Engineering, Anantapur, Ananthapuramu,515002, Andhra Pradesh, India, IN

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Abstract The term "skyscraper" was first applied to buildings of steel framed construction of at least 10 storeys in the late 19th century, a result of public amazement at the tall buildings being built in major cities like Chicago, New York City, Tokyo, Beijing, etc. The structural definition of the word skyscraper was refined later by architectural historians, based on engineering developments of the 1880s that had enabled construction of tall multi-Storey buildings. This definition was based on the steel skeleton as opposed to constructions of loadbearing masonry, which passed their practical limit in 1891 with Chicago's Monad Nock Building. The design and construction of skyscrapers involves creating safe, habitable spaces in very tall buildings. The buildings must support their weight, resist wind and earthquakes, and protect occupants from fire. Yet they must also be conveniently accessible, even on the upper floors, and provide utilities and a comfortable climate for the occupants. The problems posed in skyscraper design are considered among the most complex encountered given the balances required between economics, engineering, and construction management. The objectives of the present work is to study the behavior of a Skyscraper Building subjected to earth quake load by adopting Response spectrum analysis. The present study is limited to Reinforced concrete (RC) multi-storied Skyscraper building with four different zones II, III, IV & V .The analysis is carried out with the help of FEM software’s ETABS V 9.7.4. The building model in the study has G+60 (61) storeys with constant storey height of 3m. Four models are used to analyze with different bay lengths and the number of Bays and the bay-width along two horizontal directions are kept constant in each model for convenience.

Keywords: Skyscraper Building, Response spectrum analysis, Storey Drifts, ETABS V 9.7.4

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-A81E75

Modeling And Simulation Of Hill Climb Search Method For Maximum Power Point Tracking As Applied To Wind Energy Conversion System

Sumit Kumar Gupta · Electrical Engineering, School of Studies Engg. and Tech. GGV, IN

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Abstract Wind energy systems are taken into consideration because of its advantages as pollution free, reliable and renewable source of energy. Because of its unpredictable availability, difficult in power management concepts and complex circuitry, it becomes essential to extract as much power as possible from the wind when it becomes available. The Hill climb search algorithm allows the generator to track the maximum power point of the wind turbine system under fluctuating and varying wind conditions and the tracking process speeds up over time. The algorithm uses its memory to find optimum rotor speed for given wind turbine and to infer maximum power. The algorithm uses a modified version of Hill Climb Search (HCS) and memory to implement this very important power management scheme as applied to wind energy conversion system. This algorithm is suitable for smaller grid or battery connected wind energy conversion systems.

Keywords: HCS; MPPT; WECS; Converters

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-09F127

SOIL STABILIZATION USING PLASTIC AND FIBER REINFORCEMENT

M.V. KISHORE , DR VIKAS GARG, VIVEK KUMAR, PRATEEK NEGI · Assistant Professor, Department of Civil Engineering, UPES, Dehradun – 248001, Uttarakhand, India., IN

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Abstract Quick changes in the engineering have impacted the way of life of people as it were. In any case, the everyday exercises of humankind are enlarging dangers to nature in a similar extent. Plastic wastes have turned out to be one of the significant issues for the world. The unsafe gas which is being delivered by them prompts huge wellbeing related issues. Specialists are looking for sharp execution of these losses in plentiful sum and actualizing these losses in Soil stabilization decreases the danger of natural destruction which is caused because of precipitation or other viewpoint and furthermore it help in decreasing the loss in an adequate sum. Plastic is considered as one of the significant toxin of mother nature as it would not decay or on the other hand can't be destroyed so executing this for some great reason lessens its impact moreover. This suggests stabilization utilizing waste plastic strips is a monetary technique where utilization of waste materials as plastic and other economically accessible material of plastic can be utilized which is discovered accessibly. Along these lines, compelling designing execution of this has turned out to be one of the testing occupations for engineers. As of late, specialists from different fields have endeavored to take care of ecological issues caused by the creation of non-biodegradable wastes like plastic. Utilizing a geotechnical perspective, this paper proposes a fractional answer for a real thing which heaps up in the wastages i.e. Plastic. Be that as it may, the essential goal of this task is to analyze the potential capacity of settling soil utilizing plastic and fiber. The primary target of this near examination is to explore the utilization of fiber also, plastic materials as fortification in soil and to assess the impacts of plastic and poly(methyl methacrylate) fiber on load bearing strength of unsaturated soil via doing California bearing proportion tests on soil test with various amount of reinforcement in test. The outcomes acquired are looked at for the two samples and derivations are drawn towards the ease of use furthermore, viability of plastic and fiber reinforcement as a replacement for raft or deep establishment, as a financially savvy approach.

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-FDA9B3

Increase Performance of Vehicles by Using HHO Gas

C. MOHAN NAIDU , Dr. R. Ramachandra · M.Tech, MIE, Associate Professor & HOD of Mechanical Engineering Department, SKD Engineering College, Gooty, Anantapur, Andhra Pradesh, India, IN

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Abstract Facing with the ever increasing cost of conventional fossil fuels, worldwide researches are working overtime to cost effectively improve internal combustion engine (ICE) fuel economy and emission characteristics. In recent years, many researchers have focused on the study of alternative fuels which benefit enhancing the engine economic and emissions characteristics. The main pollutants from the conventional hydrocarbon fuels are unburned/partially burned hydrocarbon (UBHC), CO, oxides of nitrogen (NOx), smoke and particulate matter. It is very important to reduce exhaust emissions and to improve thermal efficiency.In this project, hydroxy gas (HHO) was produced by the electrolysis process of an electrolyte (KOH(aq)) with stainless steel electrodes in a leak proof plexiglass reactor (hydrogen generator). Hydroxy gas was used as a supplementary fuel in a single cylinder, spark ignition (SI) engine without any modification and without need for storage tanks. Its effects on exhaust emissions, engine performance characteristics and specific fuel consumption are investigated.

Keywords: hydrogen, hydroxy gas, electrolysis, performance, emissions

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-689024

INVESTIGATION ON ENGINE COLD TESTING DRIVELINE TORSIONAL VIBRATION ANALYSIS WITH INCREASED ACCURACY

C. MOHAN NAIDU , Dr. R. Ramachandra · M.Tech, MIE, Associate Professor & HOD of Mechanical Engineering Department, SKD Engineering College, Gooty, Anantapur, Andhra Pradesh, India, IN

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Abstract Internal combustion engine cold test is becoming one of the main tests performed during the late stage of the product development for defects inspection using the torque signatures and pressure levels in various engine components. This paper includes a lumped masses model generated for the cold test torsional system to calculate the driveline natural frequencies with a high accuracy. Calculating the natural frequency of the system is crucial for avoiding resonance excitation during the testing phase. Eigen value problem was solved; the natural frequencies and the mode shapes were obtained. The natural frequencies of the model were compared with the measured natural frequencies and 95% accuracy is achieved.

Keywords: torsional vibration, cold test, driveline modeling, vibration modeling, natural frequency calculation

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-A8CF40

An experimental investigation on sisal fibre reinforced concrete with different mix proportions

A.Hari kishore , Dr.E. Arunakranthi · P.G Student, Dept. of Civil Engineering, JNTUA College of Engineering , Anantapuramu, Andhra Pradesh, India, IN

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Abstract Fibres are usually used in concrete to control cracking due to plastic shrinkage and to drying shrinkage. They also reduce the permeability of concrete and thus reduce bleeding of water. Some types of fibres produce greater impact–, abrasion–, and shatter–resistance in concrete. Generally fibres do not increase the flexural strength of concrete, and so cannot replace moment–resisting or structural steel reinforcement. Indeed, some fibres actually reduce the strength of concrete.

In present work the amount of fibers added to a concrete mix is expressed as a percentage of the total volume of the composite (concrete and fibers), termed "volume fraction" (Vf). Vf typically ranges from 0 to 2.5% total 6 mixes are casted (Ie. 0, 0.5, 1, 1.5, 2 and 2.5 %). The aspect ratio (l/d) is calculated by dividing fiber length (l) by its diameter (d). Fibers with a non-circular cross section use an equivalent diameter for the calculation of aspect ratio. Increasing the aspect ratio of the fiber usually segments the flexural strength and toughness of the matrix. However, fibers that are too long tend to "ball" in the mix and create workability problems. For all the replacement proportions, Mechanical properties such as compressive strength, tensile strength and flexural strength for various replacement proportions of fine aggregates with sisal fibres were determined

Keywords: sisal fibres, compressive strength, Split tensile strength and flexural strength

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-9C5FBB

AN EXPERIMENTAL INVESTIGATION ON STRENGTH PROPERTIES OF CONCRETE BY PARTIAL REPLACEMENT OF FINE AGGREGATE BY COPPER SLAG AND CEMENT BY FLY ASH

P. Pruthviraju , Dr.E. Arunakanthi · PG scholar in structural engineering, JNTU, Anantapur, India, IN

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Abstract Copper slag is a byproduct of copper extraction by smelting. During smelting impurities become slag which float on the molten metal. Slag that quenched in water produces angular granules which are disposed as a waste material. And fly ash produced by burning of powdered coal. In this experiment we are replacing cement with fly ash and sand with copper slag to study about the strength properties of M50 grade concrete. In this investigation we are using the fineness ratio’s percentages as 20% of fly ash as replacement of cement and 0%, 20%, 40%, 60% of copper slag as replacement of sand. Where the replacement of fly ash is same at all percentage replacements of fine aggregate. Comparative study is carried out by compressive test, split tensile test, and flexural test after 7 days and 28 days. From the experimental investigation it is observed that replacement of 40% of fine aggregate by copper slag and cement by fly ash improvement in strength up to 5%. A mix proportion of 1:1.45:2.63 (Plain concrete)with a water cement ratio of 0.35 is designed to give M50 grade concrete and the details of investigations and discussions of the test results are presented here in.

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-C8B332

Effect of Boron Carbide on Properties of Aluminum 6063 Alloy Joined By Friction Stir Welding

Dr.N. Balaji , Dr.K. Balasubramanian, E.Keerthivel Rajesh · Department of Mechanical Engineering, Sri Krishna College of Engineering and Technology, Coimbatore-641 008, Tamil Nadu, India, IN

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Abstract This research work mainly talks about the mechanical properties of aluminum 6063 alloy welded joint. The most widely used Friction Stir Welding (FSW) method was used to join this alloy. To facilitate the friction stir welding process, the conventional universal milling machine was used. The tool rotational speed of 1200 rpm and feed of 60 mm /min are selected to join aluminum 6063 alloy. One specimen is joined without boron carbide powder and other one is joined with boron carbide powder. The effect of addition of boron carbide on welded joint was studied using tensile test, impact test and hardness test. These test reveals that the addition of boron carbide increase the hardness of the weldment and also impact strength but decreased the tensile strength of aluminum 6063 alloy.

Keywords: Aluminum 6063 alloy, FSW, boron carbide, Tensile test, Impact test, Hardness test

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-C78E45

Auto-centering of seamless pipe for NDT using Three Guide Roller FLD Technique

Pankaj R. Beldar · Departmentof Mechanical Engineering, SPPU, IN

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Abstract Auto-centering of shaft is the key operation in the industry. This paper deals with actual autocentering requirement of the seamless pipe manufacturing industry. Seamless pipe is to be feed for the non destructive testing(NDT) but there were few problems problems such as jamming of upper roller, wearing of roller material. Sometimes offsetting of roller axis is also seen. This causes incoming pipe to struck in between. Many times manual interference is required to ensure axis alignment. Bearing failure also occurs and ultimately the proper inspection of pipe in ultrasonic setup and eddy current test setup cannot be done. Hence development of auto-centering mechanism comes in the picture. Along with the development of mechanism vibration level should be less. Free layer damping treatment is used to avoid vibrations of rollers and to reduce wear of the rollers. Tri-roller design along with FLD patches is suggested in this paper to improve the life of machine. Vibration testing is done with NI-LabView software to measure damping loss factor with MATLAB code.

Keywords: Auto-centering, Constrained layer damping, Viscoelastic material, auto-feeding, vibration testing

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-6968AE

EFFECT OF SUPPLEMENTAL DAMPING ON LRB AND FPS SEISMIC ISOLATORS UNDER NEAR-FAULT GROUND MOTIONS

K. Sandeep Kumar , Dr. E. ArunaKanthi · M. Tech (Computer aided structural Engineering), Department of Civil Engineering, JNTUA College of Engineering , Ananthapuramu. 515002, India, IN

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Abstract Numerical simulations are performed to assess the effects of near-fault ground motions on baseisolated buildings that consist of either lead-rubber (LRB) or friction-pendulum system (FPS) bearings in addition to supplemented viscous dampers. While LRB and FPS isolation systems have been applied for a number of years, the addition of supplemental damping devices is being currently considered for strong ground motions to reduce the isolator displacements. However, the main problem in this case is that the addition of damping may increase both internal deformation and absolute accelerations of the superstructure and thus may defeat many of the gains for which base isolation is intended. In the present paper, a detailed and systematic investigation on the performance of LRB and FPS isolation systems, provided with supplemental viscous damping under the effect of near-fault ground motions, will be carried out by using commercial finite element software. In the present analysis, a residential building with 20 floors is to be analyzed with columns, columns with LRB and FPS isolation systems. The building comes under zone 2 & zone 5. Moments, Storey Shear, Drift and Torsion will be compared for all the cases. Earthquake load is becoming a great concern in our country as because not a single zone can be designated as earthquake resistant zone. One of the most important aspects is to construct a building structure, which can resist the seismic force efficiently. Study is made on the structural arrangement to find out the most optimized solution to produce an efficient safe earthquake resistant building. A commercial package ETABS has been utilized for analyzing high-rise building of 20 stories in different zones with respect to three types of soils. The result has been compared using tables & graph to find out the most optimized solution. Concluding remark will be made on the basis of this analysis & comparison tables.

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-E3DEEE

EFFECT OF WIND LOAD ON LOW, MEDIUM, HIGH RISE BUILDINGS IN DIFFERENT TERRAIN CATEGORY

B. Shobha , Dr.H.Sudarsana Rao, Dr.Vaishali.G. Ghorpade · M. Tech (Computer aided structural Engineering), Department of Civil Engineering, J.N.T.U.A College of Engineering, Ananthapuramu. 515002, Andhra Pradesh, India, IN

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Abstract Any Tall building can vibrate in both the directions of “along wind” and “across wind” caused by the flow of wind. Modern Tall buildings designed to satisfy lateral drift requirements, still may oscillate excessively during wind storm. These oscillations can cause some threats to the Tall building as buildings with more and more height becomes more vulnerable to oscillate at high speed winds. Sometimes these oscillations may even cause discomfort to the occupants even if it is not in a threatening position for the structural damage. So an accurate assessment of building motion is an essential prerequisite for serviceability. There are few approaches to find out the Response of the Tall buildings to the Wind loads. Wind is a perceptible natural motion of air relative to earth surface,especially in the form of air current blowing in a particular direction. The major harmful aspect which concern to civil engineering structures is that, it will load any and every object that comes in its way. Wind blows with less speed in rough terrain and higher speed in smooth terrain. This paper presents story drift, storey shear, and support reactions that occur in different storey Buildings (Low Rise Buildings, Medium Rise Buildings, and High Rise Buildings) due to wind in different terrain category. Totally12 models for G+5, G+10 and G+15 are analyzed using ETABSv9.7.4 package. Present work provides a good source of information about variation in drift, shear with change in height of model, percentage change in drift, shear of same model in different terrain category.

Keywords: Tall Buildings, drift, storey shear, ETABSv9.7.4, different terrain category

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-F24E99

Earthquake and Wind Analysis of a 100m Industrial RCC Chimney

C.V. Siva Rama Prasad , Y. Vijaya Simha Reddy, J. Prashanth Kumar, A.Vijay Kumar, S.Sreevastav Reddy · Assistant Professor, Department of Civil Engineering, Vignana Bharathi institute of technology, Aushapur (V), Ghatkesar (M),R.R.Dist-501301,Hyderabad,India, IN

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Abstract Chimneys are usually designed for loads produced by seismic effect and wind. So, it is inevitable to analyse the dynamic response of chimney due to effect of earthquake and wind loads. On account of changes in geometry of the chimney, structural analysis such as response to earthquake and wind oscillations becomes more critical. The prime focus of this paper is to compare the wind analysis results with seismic analysis results of a 100m reinforced concrete chimney. Earthquake analysis is carried out as per IS 1893(part 4): 2005 and wind load analysis is carried out as per draft copy CED38(7892):2013 (third revision of IS 4998(part 1):1992). Finally, the maximum values acquired in wind analysis and seismic analysis are compared for deciding the design values.

Keywords: Rcc chimneys, wind loads, earthquake loads, combined design loads, wind analysis, seismic analysis.

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-239707

Strength Behavior of Hybrid Fibre Reinforced Concrete Using Flyash And Rice Husk Ash

Mohanarajan K , Shanmuga Priya S, Vignesh V · Dept of Structural engineering, IN

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Abstract Usage of various types of fibres in concrete have been tested to find out the optimum percentage of those fibres to be replaced as a fraction of cement. Compressive and flexural Behavior and strength of concrete reinforced with hybrid fibres is investigated by replacing cement with Fly ash and Rice husk ash. Steel fibres and glass fibres are used in different proportions and their optimum values are determined. Based on the literature studies, steel fibres are added as 0.25%, 0.5% and 0.75% by volume of concrete. Similarly 0.25% of glass fibres by weight of cement is added. Fly ash and Rice husk ash are used to replace Ordinary Portland Cement by each 20% by weight of cement proportions. Totally, 40% by weight of cement is replaced with rice husk ash and fly ash

Keywords: Steel fibres, glass fibres, rice husk ash, fly ash, behaviour and strength.

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-E72842

REAL-TIME OBJECT DETECTING AND TRACKING SYSTEM USING ACTIVE RFID

Mrs. J. DHIVYA MERLIN , Arunkumar. V, Jawahar. A, Karkuvel raj. S · Assistant professor, Department of Computer Science and Engineering, IN

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Abstract The proliferation of the Internet of Things (IoT) has fostered growing attention to real-time locating systems (RTLS) using radio frequency identification (RFID) for asset management, which can automatically identify and track gas leakage within indoor or confined environments. However, most of them are inappropriate for large-scale IoT applications owing to severe radio multipath, diffraction, and reflection. A newly fashioned RTLS using active RFID for the IoT (Internet of Things) has been used. To achieve finegrained localization accuracy, ilocate presents the concept of virtual reference tags. To overcome signal multipath, ilocate employs a frequency-hopping technique to schedule RFID communication which presents the localization accuracy and the data transmission rate for large-scale active RFID networks.

Keywords: Frequency hopping, Internet of Things (IoT), radio-frequency identification (RFID), real-time locating systems (RTLSs), tag–tag communication, data analyzing.

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-A02647

SAFETY IN PROTOTYPE CONSTRUCTION USING BIM

Hiravennavar Apurva , Shivamanth Angadi, Satyajit Patil · Civil Department Ashok Mane Group of Institutions, Vathar,Kolhapur, IN

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Abstract Building Information Modelling (BIM) is a advance technological tool that allows a project to be built virtually before being built physically. It creates and uses, coordinated, computable information, collaborate, about a building project. The use of digital information for a building can be used for production of high-quality construction documents, design decision-making, cost-estimating, construction planning and eventually for managing and operating the facility. The purpose of this project is to see the impact of BIM implementation on the traditional conventional building design methods. The BIM is extends this methodology into three dimensional (3D) drawings in the three primary dimensional width, height and depth with the time as the fourth dimension (4D) and cost as the fifth 5D.The case study presented in this project suggests that visualization of safety at site work becomes more powerful that the 2D documentary work

Keywords: BIM, Communication, Visualization, Safety, AEC

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-F397CA

Implementation of Dry Composting Toilets as a Sustainable Alternative for Rural Sanitation of Gangadhara Village

Harshali S. Yenkar , Smit B. Patel, Kuldeepsinh Y. Jadeja · UG Student, Department of Civil Engineering, Bhagwan Mahavir College of Engineering & Technology, IN

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Abstract In India majority of the population still lives in villages. A lot of work needs to be done in making the villages clean. There are different aspects of clean village such as: water supply, sanitation, indoor air quality, solid waste management and renewable energy etc. All these aspects have different alternatives with the associated merits and demerits. In some aspects such as public toilets, considerable work is done whereas in some areas like sanitation lot of work is required to be done. We can learn lot of lessons based on success and failure in adopting different alternatives. Keeping in touch with technology dry composting toilet projects should integrate technology and digital design, which will make the village not only clean but also smart. The paper discusses all these aspects with reference to Gangadhara village of Gujarat state. This discussion plans to give important inputs and alternatives to policy makers so that they can redirect and reformulate the policy. Engineering students can design and implement projects of dry composing toilet which will help in their skill development.

Keywords: Sustainability, sanitation, Dry composition, Rural Health, Rural development

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-0D47EF

Literature Review of Soil Stabilization using Different Materials

Kinjal C. Chaudhari , Harsha S. Padvi, Hitaishi V. Patel, Jinal A. Patel, Prof. Mr Jasmin Tandel · UG students, Civil Engineering Department, Bhagwan Mahavir College of Engineering and Technology, Surat ,Gujarat, India, IN

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Abstract Soil is basic foundation for any Civil engineering structures and nowadays, considerable attention has been paid to the utilization of alternative materials, which bear higher engineering quality. While on the other hand the volume of wastes generated in the world has increased over the years. One of the most attractive options of managing such wastes is its re-use. Numerous methods are available in soil stabilization but in our project, we will be analysing soil strength by using different materials like rice husk ash, burnt brick dust and bagasse ash. From the past study it has been concluded that Surat is covered with black cotton soil. Soil stabilization has proved to be very economical as it provides cheap materials for the construction of low cost roads. Local materials can be used effectively. There are many techniques of soil stabilization. Cement stabilization is an important method of stabilization. It has proved very much effective in case of sandy soil due to ease of pulverization and mixing and the smaller quantity of cement required. Many researchers attempt to stabilize the black cotton soil with use of cementious materials and agricultural waste as a combination; here we discuss some of works based on use of rice husk ash, burnt brick dust and bagasse ash which used in combination with cement or any other material

Keywords: Soil stabilization, Rice husk ash, burnt brick dust, bagasse ash, CBR test

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-B9504B

Actuation scheme based Robustness Index of 3R and 4R Planar Serial Manipulators

A. Lakshmi Jyothi , G.Satish Babu · Department of Mechanical Engineering, Mahatma Gandhi Institute of Technology, Hyderabad, IN

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Abstract The kinematic performance measures of 3R and 4R planar serial manipulators are assessed by considering the actuation schemes. All the conceivable structures in view of actuators area are distinguished. The robustness index is found for various transmission ratios for each structure of the serial manipulators. Finally the nearly isotropic structures are identified.

Keywords: Serial Manipulators, Robustness Index, Transmission Ratios, Actuation schemes, Jacobian Matrix

Vol.4, Issue 2 · (April - June) 2018 · ID: IJT-2021-DA8C6E

DESIGN AND ANALYSIS OF DIAGRID

Prof. Jasmin Tandel , Nootan Patel, Pooja patel, Payal Patoliya, Paras Vaghasiya · Department Of Civil Engineering, BMCET, Surat, IN

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Abstract ‘Diagrid’ A supporting framework in building formed with diagonally intersection of ribs of different material like metals, concrete or wooden beams. Diagrid structure is efficient in providing stiffness and strength. In this project regular floor plan of 20 m × 20 m size is considered. ETABS software is used for modelling and analysis of structural members. All structural members are designed as per IS 800:2007 considering all load combinations. Load distribution in diagrid system is also studied. Similarly, analysis and design of 50, 60, 70 and 80 storey diagrid structures are carried out. Comparison of analysis results in terms of time period, top storey displacement and inter-storey drift is presented in this paper.

Keywords: Diagrid, Steel structure, Stiffness requirement, Time Period, Strength requirement

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📄 Journal Information

Journal	:	IJTIMES
Full Name	:	International Journal of Technical Innovation in Modern Engineering & Science
ISSN Online	:	2455-2585
UGC No.	:	47719
Impact Factor	:	5.99
Frequency	:	Quarterly (4 Issues/Year)
Started	:	2015
Language	:	English
Review Type	:	Double-Blind Peer Review
Review Time	:	12-15 weeks
Access	:	Open Access
UGC Approved	:	Yes
Discipline	:	Engineering & Technology
Email	:	editor@ijtimes.com

Email	:	editor@ijtimes.com
Hours	:	Mon–Sat, 10AM–6PM IST
Response	:	Within 1–2 working days