Published Volumes & Issues
Browse all published issues of International Journal of Technical Innovation in Modern Engineering & Science. Click any issue card to view its papers inline.
Vol.5, Issue 11 · Issue 11 2019 · ID: IJT-2021-17FF8E
NUMERICAL STUDIES OF WAVE INTERACTION WITH RIGID VEGETATION OF DIFFERENT SUBMERGENCES
Kishore Kumar Reddy. P , Muni Reddy.M.G, Jayakumar Seelam · Assistant Professor, Civil Engineering, KSRM College of Engineering, YSR Kadapa, INDIA., IN
Keywords: wave attenuation, vegetation roots, k-ε turbulence model, submerged vegetation, vertically varying stems.
Vol.5, Issue 11 · Issue 11 2019 · ID: IJT-2021-7CC7FE
A STUDY ON RESPONSE REDUCTION FACTOR OF R.C. STRUCTURE CONSIDERING VISCOUS DAMPERS
Varun S. Trivedi , Mohit S. Vachhani, Dipak Jivani · P G Student, Civil Engineering Department, Darshan Institute of Engineering & Technology, Rajkot, Gujarat, INDIA., IN
Nonlinear viscous dampers for different frame as well as flat slab buildings are designed with the help of certain equations and after that are “oriented in two different locations of the buildings one is the periphery of the structure and the second is the central core of the structure and the comparison is carried out for the orientation of the viscous dampers and its effect on response modification factor of the structure. Prime Objective of work is” to generate Response Reduction Factor for RC Frame Buildings and RC Flat-Slab Buildings with and without Viscous dampers with different damping percentages that are 3%, 6%, 9%, 12% & 15% addition to inherent damping i.e. 5%. “To Evaluate Seismic Performance of RC Frame Building & RC Flat-Slab Building with and without viscous dampers by
performing Nonlinear Static Pushover Analysis. Investigate the effect of different viscous damping on Response Reduction Factor for RC Frame and RC Flat slab structure. To Obtain the Response of Structure in form of Time Period, Mode Shapes, Storey Drift, Base Shear, Displacement, Roof Displacement, Performance Point and” Failure Mechanism.
Keywords: Viscous Dampers, Nonlinear Static Pushover Analysis, Response Modification Factor, Reinforced Frame Structure, Flat Slab Structures
Vol.5, Issue 11 · Issue 11 2019 · ID: IJT-2021-3FE7DF
Identification of Enhanced Green Natural Environmental Plant Species Using Deep Learning
Jakkala Priyanka , M. Jaiganesh, R.K. Selvakumar · Department of Computer Science and Engineering, CVR College of Engineering College, Hyderabad,Telangana, India., IN
Keywords: Plant species, Deep learning, Pre-processing, Image classification, Identification
Vol.5, Issue 11 · Issue 11 2019 · ID: IJT-2021-377ED5
Association Rules for Electrical Activity Detection in Smart Home to Reduce Electricity Wastage
Wakiss Saiyed , Shilpa Patel · Computer Department, KITRC Kalol, IN
Keywords: Big-Data, Hadoop, Feature Selection, Best Fit Linear Regression, Apriori
Vol.5, Issue 11 · Issue 11 2019 · ID: IJT-2021-B26FB6
Analysis and Design of RCC Girder Bridge
Anupam Sharma , Mayank Rai · Department of Civil Engineering, Noida International University., IN
Keywords: AutoCAD, Solidworks, Ansys Workbench 15.0, Girder Bridge.
Vol.5, Issue 11 · Issue 11 2019 · ID: IJT-2021-C2D47D
A LABORATORY INVESTIGATION ON THE EFFICIENCY OF EXPANSIVE SOIL TREATED WITH PHOSPHOGYPSUM AND CALCIUM CHLORIDE AS SUBGRADE FOR FLEXIBLE PAVEMENTS
Dr. D. Koteswara Rao , Sajida Sulthana Mohammed, G. Samsonu · Professor of Civil Engineering, UCEK, JNTUK Kakinada, Andhra Pradesh, India., IN
Amalapuram, East Godavari district, Andhra Pradesh, India, on adding Phosphogypsum as an admixture and Calcium chloride as a chemical for improving the strength characteristics of the expansive soil. The laboratory tests have been carried out and results were reported in this paper
Keywords: Expansive Soil, Phosphogypsum(PG) , Calcium chloride, Optimum Moisture Content (OMC) & Maximum Dry Density (MDD), CBR
Vol.5, Issue 11 · Issue 11 2019 · ID: IJT-2021-995F3D
ANALYSIS AND DESIGN OF G+5 RESIDENTIAL BUILDING USING AUTOCAD AND STAAD.PRO
Aman Ullah Khan , Mayank Rai · Department of Civil Engineering, Noida International University., IN
the first case was high and the requirement for concrete and steel was also high while in the second case stresses generated was less as compared to the first case and the requirement of concrete and steel is also less as compared to the first one hence, Design software is very helpful to find out optimized size and dimensions of the building structure's component such as column and beam's cross sections, slab thickness etc.
The aim of the standards is to guarantee and improve safety, while maintaining a careful balance between safety economy and security.
Vol.5, Issue 11 · Issue 11 2019 · ID: IJT-2021-AC7363
Experimental Study on Behaviour of Steel Fiber and Glass Fiber for M-30 Grade of Concrete
Rajpal Singh Songara , Prof. P.C. Diwan, Nanalal Kumawat · PG Student, Department of Civil Engineering, Swami Vivekanand university, Sagar M.P., IN
strength, split tensile strength, slump value of concrete grade M-30 having different percentage of iron fiber chip and glass fiber (0%, 0.25%, 0.5%, 0.75%, 1.0%, 1.25%, 1.5%, 1.75%, 2.0%, and 2.25%). Compressive strength, increases up to 1.75% addition of Steel fiber and glass fiber then it were decreased in case of 2.0% and 2.25% were used but split tensile strength increases up to addition of 2.25% Steel fiber and glass fiber. In addition of fiber the workability of concrete was decreased. The chemical admixture is used to increase the workability of concrete.
Keywords: Slump value, Steel fiber, glass fiber, Compressive streng, Split tensile strength.
Vol.5, Issue 11 · Issue 11 2019 · ID: IJT-2021-58A5AF
DYNAMIC SHORT CIRCUIT WITHSTAND COMPETENCY OF POWER TRANSFORMER
Divyesh U Vasava , Sanjay N Patel · Post Graduate Student, Sardar Vallabhbhai Patel Institute Of Technology Vasad, Gujarat, India, IN
Keywords: short circuit, FEMM model transient, electromagnetic forces, dynamic windings.
