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Published by : http://www.ijert.org time period and its after affects (bursting of column and beams in lateral direction) which might be disastrous. The confined detailed go-through in this research work study reveals that the Light weight concrete reduces effect of seismic vibrations and reduces threat of structural collapse under base shear, storey drift and soft storey effect. Lower density material reduces seismic vibration effect by allowing forces to pass through structural members. Amount of reinforcement required in Light weight concrete structure is lesser than Normal weight concrete as the value of moments get reduced. Danger of story drift under seismic response is reduced by increasing stiffness of members. Ductility of structure is also increased by using light weight concrete due to reduction in dense medium, which retards and dumps the seismic vibrations within it. CONCLUSIONS: On comparison between normal weight and light weight RCC building under similar load cases it has been observed that, Shearing, Tearing and Moments are considerably reduced in light weight concrete Structure. Light weight concrete structures in aseismic conditions save considerably on cost of the entire project. The percentage of reinforcement required is also reduced for light weight concrete members as moment acting on the member gets reduced. The dynamic analysis results so obtained shows that structure undergoes high lateral deformation and deflection but remain safe even under critical values of forces. REFERENCES: [1] [2] H. Bomhard (1980), “Lightweight concrete structures potentialities, limits and realities” The International Journal of Lightweight Concrete, Volume 2, No – 4 Dec, Page No. 193 - 196. [3] Hjh Kamsiah Mohd. Ismail [6] “Study of Lightweight Concrete Behaviour” in his research work thesis Page No 1 – 35 (2004) [4] Jan A. Overli “Increasing ductility in heavily reinforced LWAC structures” in Engineering Structures Volumes 62–63, pp 1-26 (2014) [5] Chandan Nirmal, Dr S K Jaiswal " Dynamic Analysis of High Rise Building Structure with Lightweight concrete" in his research page 368 – 372 [6] G. Li, M.A. Stubblefield, G.Garrick, J.Eggers, C. Abadie, B. Huang. Development of Waste Tire Modified Concrete. Cem Concr Res 34 (2004) 2283-2289 [7] Safan, Agarwal, Solid Wate Recycling, Malaysian Perspective. Frost and Sulivan Market Insight (2007). [8] Harper, Charles A., Edward M. Petrie, Plastics Materials and Processes, John Wiley & Sons. (2003). International Journal of Engineering Research & Technology (IJERT) ISSN: 2278-0181 Vol. 9 Issue 05, May-2020 RaghatateAtul Use of plastic in a concrete to improve its properties, E-ISSN2249-8974. Use of plastic in a concrete to improve its properties, E-ISSN2249-8974. Green concrete using plastic waste IJERTV9IS050569 www.ijert.org (This work is licensed under a Creative Commons Attribution 4.0 International License.) 864PDF Image | Review on the use of High Density Polyethylene (HDPE) in Concrete Mixture
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