http://192.168.29.201:8080/xmlui/handle/123456789/479 2026-03-12T04:16:19Z http://192.168.29.201:8080/xmlui/handle/123456789/505 Title: Seismic Analysis of G + 6 Residential Building Authors: Sadan, Mohd.; Rahman, Saifur; Kumar, Amit; Hasan, Md Zohaib; Khan, Nabil Abstract: Arranging a design so that decreasing mischief during a shudder makes the construction very uneconomical, as the seismic quake may or most likely will not occur in its life time and is an remarkable wonder. In this paper a G+6 existing RCC circled structure has been down and out down and arranged using STAAD-Pro V8i. The construction is arranged by IS 1893(Part 1):2002 for quake powers in different seismic zones. The essential objections of the paper are to consider the assortment of steel rate, most limit shear power, most noteworthy bowing second, and most noteworthy redirection in different seismic zone. Assortments are certainly higher from zone II to zone V. The steel rate, most limit shear power, most noteworthy bowing second, most limit redirection is augmentations from zone II to zone V and cost assessment. 2020-01-01T00:00:00Z http://192.168.29.201:8080/xmlui/handle/123456789/504 Title: Comparative Study of Glass Fibre and Steel Fibre in Reinforced Concrete Authors: Patel, Shri Ram; Yadav, Tushar; Chauhan, Arun; Singh, Abhik; Pandey, Adarsh Abstract: Presently, a number of laboratory experiments on mechanical properties of SFRC have been done. Shah Surendra and Rangan], in their investigations conducted uniaxial compression test on fiber reinforced concrete specimens. The results shown the increase in strength of 6% to 17% compressive strength, 18% to 47% split tensile strength, 22% to 63% flexural strength and 8% to 25% modulus of elasticity respectively. Byung Hwan Oh in their investigations, the mechanical properties of concrete have been studied, these results shown the increase in strength of 6% to 17% compressive strength, 14% to 49% split tensile strength, 25% to 55% flexural strength and 13% to 27% modulus of elasticity respectively. Barrows and Figueiras in their investigations the mechanical properties of concrete have been studied. These results shown the increase in strength of 7% to 19% compressive strength, 19% to 48% split tensile strength, 25% to 65% flexural strength and 7% to 25% modulus of elasticity respectively. Chen S. investigated the strength of 15 steel fiber reinforced and plain concrete ground slabs. The slabs were 2x2x0.12m, Paper ID: NOV163300 690International Journal of Science and Research (IJSR) ISSN (Online): 2319- 7064 Index Copernicus Value (2013): 6.14 | Impact Factor (2015): 6.391 Volume 5 Issue 5, May 2016 www.ijsr.net Licensed Under Creative Commons Attribution CC BY reinforced with hooked end steel fibers and mill cut steel fibers. Dwaraknath and Nagaraj predicted flexural strength of steel fiber concrete by these parameters such as direct tensile strength, split cylinder strength and cube strength. James and Beaudoin stated that the minimum fiber volume dosage rate for steel, glass and polypropylene fibers in the concrete matrix was calculated approximately 0.31%, 0.40% and 0.75%. Patton and Whittaker investigated on steel fiber concrete for dependence of modulus of elasticity and correlation changes on damage due to load. Rossi et. al , analyzed that the effects of steel fibers on the cracking at both local level (behavior of steel fibers) and global level (behavior of the fiber/cement composite) were dependent to each other. Seneret. alcalibrated the size effect of the 18 concrete beams under four-point loading. Swami and Saad], had done an investigation on deformation and ultimate strength of flexural in the reinforced concrete beams under 4 point loading with the usage of steel fibers, where consists of 15 beams (dimensions of 130x203x2500mm) with same steel reinforcement (2Y-10 top bar and 2Y-12 bottom bar) and variables of fibers volume fraction (0%, 0.5% and 1.0%). Tan et. al [9] concluded some investigation on the shear behavior of steel fiber reinforced concrete. Six simply supported beams were tested under two- point loading with hooked steel fibers of 30mm long and 0.5mm diameter, as the fiber volume fraction increased every 0.25% from 0% to 1.0%. Vandewalle had done a similar crack behavior investigation, which based on combination of five full scale reinforced concrete beams (350x200x3600mm) with steel fibers (volume fraction of 0.38% and 0.56%).In his investigation, the experimental results and theoretical prediction on the crack width was compared Concrete is most generally utilized development material on the planet. Fibre strengthened cement (FRC) is a solid where little and intermittent filaments are scattered consistently. The fibers used in FRC capacity be of many materials similar steel, G.I., carbon, glass, aramid, asbestos, polypropylene, jute and so on. The expansion of these filaments into solid mass can drastically expand the compressive quality, rigidity, flexural quality and effect quality of cement. FRC has open numerous applications in structural building field. In view of the research center examination on fibre strengthened cement (FRC), solid shape and chambers examples have been structured with steel fibre fortified cement (SFRC) containing strands of 0% and 0.5% volume division of snare end Steel filaments of 53.85, 50 angle proportion and antacid safe glass strands containing 0% and 0.25% by weight of concrete of 12mm cut length were utilized without admixture. Contrasting the consequence of FRC and plain M20 grade solid, this paper approved the constructive outcome of various filaments with rate increment in pressure and parting improvement of example at 7 and 28 days, broke down the affectability of expansion of strands to concrete with various quality. 2020-01-01T00:00:00Z http://192.168.29.201:8080/xmlui/handle/123456789/503 Title: Water Supply System in Rural Area Authors: Srivastava, Deepanshu; Tiwari, Avinash Kumar; Yadav, Ashish; Ahmad, Belal; Yadav, Akhilesh Abstract: Rural water supply schemes in India are generally designed for domestic uses. However, the multiple water use priorities of poor rural households in order to reduce their hardship and enhance food production, health and income mean that in water-scarce areas, domestic water use can run into conflict with productive water use. The failure of water supply agencies to design a water supply system for multiple uses results in communities not being able to realize the full potential of water as a social good. This chapter identifies various domestic and productive water requirements of rural households. Thereafter, a composite index which captures the vulnerability of rural households to problems associated with lack of water for multiple needs was assessed for three selected regions of Maharashtra, each representing a different agro-ecological and socioeconomic setting 2020-01-01T00:00:00Z http://192.168.29.201:8080/xmlui/handle/123456789/502 Title: Comparative Analysis of Defect Occurring In Bituminous Pavement Authors: Singh, Vikrant; Kumar, Jaydeep; Maurya, Shubham Kumar; Yadav, Akhilesh Kumar; Mishra, Sameer Abstract: According to the research, the flexible pavement defects and its causes are defined in terms of decrease in serviceability which was caused by the development of different types of deteriorations like cracks, surface defects, disintegration etc. on the flexible pavement. Before we going into the maintenance part, we will try to focus on the various defects and its causes. There are so many reasons for bituminous pavement failures. The level of correction in the existing surface will extend the life of maintenance works and strengthening the layer as well. According to my study, there are mainly 2 parameters i have figured out which are: - pavement cracking and surface defects on the pavement. While other distresses have been excluded including these parameters while stepping for maintenance part. With the study of maintenance techniques, there are various methods we are going to adopting for pavement protection which will help to increasing the life of the pavement and failure delay. The motive of this study was to analyse and evaluate the various causes of pavement defects, and provision of remedies to improve the various failures of the surface. Based on the past researches of researchers, various techniques has been studied with their measures which are helpful for increasing the life of serviceability. This case study attempts to identify the various parameters that affect the performance of the flexible pavement and by rid off this problem by applying the remedial measures over the particular stretch. It is a pursuit towards a study of the road condition with respect to varying soil, traffic and climatic conditions, periodic performance evaluation of selected roads of representative types and development of distress prediction models for roads . To achieve this aim, we have studied some research paper and on the basis of that , we further proceed. By taking the measurement of each part, we measured the various type of defects, corresponding to that we found out pavement condition Index (PCI). A PCI is a numerical index which tells us about the condition of the road as per its range that is 0 to 100 which was coming out to be very poor. Testing was done to know the reason of the pavement failures and we found out that the most of the pavement was damaged by alligator cracks by repetitive heavily loading of the vehicles and surface defects. Pavement also damaged due to poor drainage and inadequate designing and poor quality of material 2020-01-01T00:00:00Z