Current Volume 4
There is a progressive improvement in earthquake resistant design has been observed in recent past. Due to such results Indian seismic code IS: 1893 has also been revised in year 2016, after a gap of 14 years. This project presents the seismic load estimation for multistorey buildings as per IS: 1893-2002 and IS: 1893- 2016 recommendations. The method of analysis and design of multi-storey (G+3) and (G+6) residential building located in zone IV. The scope behind presenting this project is to learn relevant Indian standard codes are used for design of various building element such as beam, column, slab, foundation and stair case using a software ETAB under the seismic load and wind load acting the structure. As the there is continuous analysis and efforts put by researchers to study the function and performance of structure during past earthquake give more power and work on development and advancement in designing earthquake resistant structure. Therefore, it is required to revise the seismic code time to time. IS: 1893-2016 revised after 14 years in year 2016.In this study an attempt is made to compare the multistoried building analyzed by using both IS 1893-2002 and IS 1893-2016. For this, Same building models with different number of storeys i.e. G+3 and G+6 are considered. The 3D analysis of building is carried out for earthquake zone IV. We had compared the parameters in project are Story Drift and base shear.
Base Shear, Earthquake Design, Storey Drift
Simran N. Keer , Kalpesh M. Pilankar , Suyog V. Pilankar , Prof. Snehal S. Gujarathi "A Comparative Study of IS Code 1893-2002 and IS Code 1893-2016 for the Design of Earthquake Resistant Structure" Iconic Research And Engineering Journals Volume 4 Issue 12 2021 Page 4-8
Simran N. Keer , Kalpesh M. Pilankar , Suyog V. Pilankar , Prof. Snehal S. Gujarathi "A Comparative Study of IS Code 1893-2002 and IS Code 1893-2016 for the Design of Earthquake Resistant Structure" Iconic Research And Engineering Journals, 4(12)