www.ijcrt.org © 2021 IJCRT | Volume 9, Issue 4 April 2021 | ISSN: 2320-2882 IJCRT2104173 International Journal of Creative Research Thoughts (IJCRT) www.ijcrt.org 1368 TO ANALYSE AND STUDY THE BEHAVIOUR OF MULTI-STOREY BUILDING IN DIFFERENT ZONES OF INDIA- A REVIEW 1 Prof. Jacky Gurnani, 2 Aman Dussawar, 3 Varun Bagade, 4 Syed Faraz Ali 1 Assistant Professor, 2 UG Student, 3 UG Student, 4 UG Student, 1, 2, 3,4 Department of Civil Engineering, National Institute of Technology, Nagpur, Maharashtra, India. Abstract: High rise buildings are mainly constructed & design to offer serviceability, stability &durability of structure to people who live in it. In India, several earthquake events demonstrate that, high rise structures are collapse & find vulnerable to earthquake damages. In Today’s era it’s a need of engineers to design earthquake resistant structure for different seismic zones to cut back the seismic damages in high-rise buildings. Structural configuration of high-rise multi-storeyed building either irregular or regular shows different behaviour during seismic condition. Present study is to investigate the Variation in behaviour of (G+10) multi- storeyed building structure having regular (Rectangular or Square) structural configuration in different seismic zone (zone II & IV) of India. The whole structures is examined using STAAD Pro(V8i) software to access parameters like support reactions, shear forces, axial force, bending moment, Base shear, seismic forces and displacement for two different seismic zone (zone II& IV) regular (Rectangular or Square) structural configurations using both method of seismic analysis static (Equivalent lateral) & Dynamic (Response Spectrum Method) for high rise(G+10) multi-storeyed building structure Index Terms -structural configurations, seismic analysis, Equivalent Lateral, Response Spectrum Method. I. INTRODUCTION In present scenario, transformation of India due to urbanization, modernization &industrialization represents the level of development of our country. Rapid development indicates the scarcity of land and increases the demand of high-rise buildings. In today’s era of modernization, major share in infrastructures are occupied by high-rise building structure and increases the demand of engineers & architect to plan & construct high-rise structures with more and more complex individual plan and elevation. The Indian subcontinent has suffered some of the greatest earthquakes &have most active seismic zone in the world. Prior decade, consideration of earthquake forces in structural design was neglected but today its consideration is significant one. Even though there is early advancement in field of seismic safety, moderate earthquakes in India are still became reason of thousands of people deaths and major property loss, representing the poor seismic performance of the existing infrastructure. There is a necessity: to build a more specialized environment for planning, analysing, designing, detailing and constructing earthquake resistant high- raised multi-storeyed structure by following seismic codal provisions. An earthquake-resistant high- raised multi-storeyed building has features like Good Structural Configuration, Lateral Strength, Adequate Stiffness, Good Ductility which required adequate knowledge and experience to achieve in different zones of India. Bureau of Indian Standards [IS 1893 (part 1):2002]has grouped INDIA into four seismic zones and same structure in different zone have different behaviour under seismic load and have varying requirements for effective seismic designs of high-raised structure because of categorisation of zone as per intensities or magnitude of earthquake. Structural Analysis determines behaviour of structures so as to predict the responses of actual structures under the upgrading of predictable loading & outside environment during the service lifespan of structure. The present research describes the behaviour of (G+10) symmetrical high-rise multi-storey building structure under seismic analysis to withstand earthquake forces, which it will be subjected during an earthquake. Analysing the effect of Indian seismic zones mainly (Zone II (Mumbai) & Zone IV (Nagpur)) ONSAME (G+ 10) high-rise multi-storey building structure by the direct examination methodologies of static (Equivalent static lateral Force) and Dynamic (Response Spectrum techniques) is examined. The present analysis is done using STADD.Pro (V8i) which provides a much faster approach to structural analysis and designing with chances of minimum error according to the code 1893-2002-Part-1. the software being used gives the calculation of support reactions, shear forces, axial force, bending moment, Base shear, seismic forces and displacement, stress, strain &deformation or deflection for a structural components of building (such