Submit your paper : editorIJETjournal@gmail.com Paper Title : STUDY ON SEISMIC ANALYSIS OF BUILDINGS WITH RC SHEAR WALL AND COMPOSITES SHEAR WALL ISSN : 2395-1303 Year of Publication : 2020 10.29126/23951303/IJET-V6I3P19 MLA Style: -Anwarul Haque, Dr. Shobha Ram "STUDY ON SEISMIC ANALYSIS OF BUILDINGS WITH RC SHEAR WALL AND COMPOSITES SHEAR WALL" Volume 6 - Issue 3(1-9) May - June,2020 International Journal of Engineering and Techniques (IJET) ,ISSN:2395-1303 , www.ijetjournal.org APA Style: -Anwarul Haque, Dr. Shobha Ram "STUDY ON SEISMIC ANALYSIS OF BUILDINGS WITH RC SHEAR WALL AND COMPOSITES SHEAR WALL" Volume 6 - Issue 3(1-9) May - June,2020 International Journal of Engineering and Techniques (IJET) ,ISSN:2395-1303 , www.ijetjournal.org Abstract - Now a day’s concrete has become an ideal material for building construction because of its ease of work and it is made by locally available material which is generally present in every part of world. As increase in population in urban area of our country, there is a scarcity of the land so there is need to developed high rise building to full fill the housing demand. To make earthquake resisting building shear wall is one of the best option. Shear wall is commonly designed to resist the lateral loads such as wind or earthquake load which causes damage to the buildings. The main objective of this research work is to compare RC shear wall and Composite shear wall provided at different locations of the building. Out of five models, chosen for study, it was observed that Composite shear wall provided at side center gives better response against seismic excitation. All analysis is performed by Response Spectrum Analysis using ETABS 2017 software. Overall after the analysis and results made in observation with Model 1, Model 2, Model 3, Model 4 and Model 5, we can conclude that in high seismic zone (zone IV as taken in analysis) to make earthquake resistant building, shear wall is necessary. Reference 1. Qiuohong Zhao and Abolhassan “Seismic behavior of composite shear wall system and application of smart structures technology” University of Tennessee, Knoxville, USA and University of California, Berkeley, USA ; 2007. 2. A.Rahai and F.Hatami “Evaluation of composite shear wall behavior under cyclic loadings” Civil Engg. Department, Amirkabir University of Technology, Tehran, Iran; 2009 3. A.Arabzadeh, M.Soltani, A.Ayazi “Experimental investigation of composite shear walls under shear loading” Department of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran ; 2011 4. AlirezaFarhidzadeh et.al “Structural Health Monitoring” Department of Civil Engineering, Texas Southern University, Texas; 2012 5. S.Rafiei et.al “Finite element modelling of double skin profiled composite shear wallsystem under in-plane loadings” Department of Civil Engineering, University of Toronto, Canada ; 2013 6. Wanlin Cao et.al “Structural Performance of Composite Shear Walls under Compression” Beijing University of Technology, Beijing, China; 2017 7. Reslan N and Masri A “Composite Shear Walls an Efficient Seismic Resistant System for Multi-Storey Buildings” Department of Civil Engineering, Beirut Arab University, Lebanon; 2018 8. LanhuiGuoet.al “Experimental study of rectangular multi-partition steel-concrete composite shear walls” Harbin Institute of Technology, Harbin, China and Xijing University, Xian, China ; 2018 9. Shao Teng Huang et.al “Experimental study on seismic behavior of an innovative composite shear wall” South China University of Technology, China and Nanyang Technological University, Singapore ; 2018 10. Yan Wang et.al “Experimental study on seismic behavior of steel plate reinforced concrete composite shear wall” Tongji University, China ; 2018 11. YoupuSu et.al “Seismic performance of precast composite shear walls reinforced by concrete-filled steel tubes” North China University of Science and Technology, Tangshan, China and University of Nevada, Las Vegas, USA ; 2018 12. Yao Rong Dong et.al “Seismic behavior and cross-scale refinement model of damage evolution for RC shear walls” Southeast University, Nanjing, China and University of Architecture and Technology, Xi'an, China ; 2018 13. HamedHamidiJamnani and Hamid Rajabnejad “Energy distribution in RC shear wall-frame structures subject to repeatet earthquakes” Faculty of Civil Engineering, BabolNoshirvani University of Technology, Iran ; 2018 14. Ran Ding et.al “Analytical model for seismic simulation of reinforced concrete coupled shear walls” Tsinghua University, Beijing, China and University of Houston, Houston, USA ; 2018 15. Katrin Beyer et.al “Ductility reduction factor formulations for seismic design of RC wall and frame structures” ÉcolePolytechniqueFédérale de Lausanne, Lausanne, Switzerland and University of Chieti-Pescara, Pescara, Italy ; 2018 16. IS:1893 (part1)-2016 “Criteria for earthquake resist design of structure”. 17. IS:13920-2016 “Code practice for ductile detailing of structure”. 18. IS:456-2000 “Code practice for plane and reinforced concrete”. 19. IS:16700-2017 “Code for structural safety of tall concrete buildings” 20. IS 875(part 2-1987 “Code for of design loads” Keywords Response Spectrum Analysis, Time period, Mode Shape, R.C Shear Wall, Composite Shear Wall. |