International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 05 | May 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 6667 Seismic Response Of RCC Multistoriyed Building By Using New Codes IS 1893:2016, IS 16700:2017 and It’s Comparison with IS 1893:2002 Pooja Manoj Kale 1 , Dr. B. H. Shinde 2 1 M.Tech Student, Raisoni Engineering Collage, Dept. of Civil Engineering, Maharashtra 2 Professor, Raisoni Engineering Collage, Dept. of Civil Engineering, Maharashtra ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - The sixth revision of IS 1893 (Part 1): 2016, "Criteria for Earthquake Resistant Design of Structures" and first code of tall building IS 16700: 2017, “‘Criteria for Structural Safety of Tall Concrete Buildings” have been published by Bureau of Indian Standards recently. In this new code many changes have been included considering standards and practices prevailing in different countries and in India. In this dissertation work, performance of RCC buildings with G+12 and G+16 storey’s has been evaluated by both equivalent static analysis and response spectrum analysis method. Performances of these building models are studied for zone II, II, IV and V and compared. Entire mathematical 3D models using the finite element software ETABS Version 17. Key Words: Seismic loads, IS: 1893:2016 RC Framed Buildings, Tall Buildings 1.INTRODUCTION In overhauling world, infrastructures have become omnipresent and it is inevitable to imagine today’s world without it. Buildings made from concrete is one of the basic form of infrastructures which can be seen everywhere. Process of construction of a building entails different department such as architects, structure designer, contractors etc. with all the help of these departments, building is being erected such that it can withstand vigorous vertical loads and ground motion which is the result of earthquakes. Designer has to be very careful while considering these forces as little miscalculations will lead to failure of the structure because ground motions, being the complex concept, needs to be analyzed in a very scrutinized manner. Therefore, the resistance of a building and its design as per the guidelines of seismic codes has become an important research area. Sometimes, addition of members other than beams and columns are required to resist these produced lateral forces. IS: 1893-2016, being the latest Seismic Indian Code, provides amendments regarding the design of the earthquake resistant building. Various amendments and new guidelines were introduced in this code but the major one was related to the dynamic seismic analysis. It stated that dynamic seismic analysis shall be adopted for all the buildings other than regular buildings lower than 15 m in height in seismic zone II. Fig -1: Ground Motion during Earthquake Previously, dynamic seismic analysis shall on be adopted if the height of regular building exceeds 40m, otherwise static seismic analysis shall be used. Therefore, while keeping both the codes (new and old version of earthquake code), a comparative study of static analysis (as per is: 1893-2002) & dynamic analysis (as per is: 1893-2016) in seismic zone V has been carried out. Various seismic parameters are to be considered while designing earthquake resistant building such as type of structure, material which is being used for construction, type of foundation soil etc. Two different methods, which are being used for making the structures earthquake resistant, are: 1. Equivalent Static Seismic Analysis 2. Dynamic Seismic Analysis. i. Response Spectrum Method ii. Modal Time History Method iii. Time History Method 2. COMPARISION BETWEEN IS 1893:2002 AND IS1893:2016 The seismic codes are prepared with consideration of seismology of country, accepted level of seismic risk, properties of construction materials, construction methods, and structure typologies etc. In India, IS 1893 (Part1) Criteria for Earthquake Resistant Design of Structures is used as code of practice for analysis & designing of earthquake resistant buildings. In the last decade, the detailed & advanced research, damage survey was carried out by the Earthquake Engineering Sectional Committee of