This work aims at studying revisions in various clauses of new is 1893 part 1. Is 1893 part 1 2002 indian standards criteria for earthquake resistant design of structures part 1 part 1 structure is everywhere. The peak ground acceleration specified for kapurthala region is 0. Note pending finalization of parts 2 to 5 of is 1893, provisions of part 1 will be read along with the relevant clauses of is 1893. Where the probable loads at the time of earthquake are more accurately assessed. The loads are applied separately based on code is 1893 part 1 2002 and is 1893 part 1 2016 and analysis of super structure is done in etabs software then results are compared. Pdf many changes and improvement in the earthquake resistant design of structure is done in past.
Jan 17, 2019 this video describes the implementation of is 1893. In this paper, an attempt has been made to understand and. Industrial structures, including stacklike structures e part 5. Is 1893 2016 it is a indian code of seismic design of structure. Criteria for earthquake resistant design of structures, part 1. However, for structures with interconnected equipment at one or more levels, where displacement is a governing parameter, use of site specific spectra shall be the governing criteria. Generating auto combination of loads from selected code e. In this new code many changes have been included considering standards and practices prevailing in different countries and in india. This site uses cookies to help personalise content, tailor your experience and to keep you logged in if you register. Seismic analysis of high rise building with is code 1893. Response spectrum analysis using is 1893 part 1 2002. In order to promote public education and public safety, equal justice for all, a better informed citizenry, the rule of law, world trade and world.
There has been a gap of 18 years since the previous edition in 1984. Etabs 2015 tutorial 5 response spectrum analysis using is. Revisions in is 1893part 1 on erd of tall buildings. Is 1893 part4 2015 1 normal mode framing construction. Jan 22, 2014 conjunction with is 1893 part 1, which contains provisions that are general in nature and applicable to all types of structures. Click here to download pdf is 1893 was split into five parts, namely. Codal provision for earthquake resistance building by dr amit goyal. Mar historical society of schuylkill county, 19051989 part 2 of 2, n through z rush, west and co. Nov 18, 2017 is 1893 part 3 2002 pdf download 16tjhk. This feature enables one to generate seismic loads per the is. Part 4 is focused on the industrial structures including stacklike. The indian seismic code is 1893 has now been split into a number of parts. Liquid retaining tanks elevated and ground supported c part 3. Tor sion indicates that the torsional moment in the horizontal plane arising due to eccentricity between the center of mass and center of rigidity needs to be considered.
Jan 24, 2018 download download is 1893 part 2 2014 pdf read online read online is 1893 part 2 2014 pdf is 1893 part 3 2014 free download is 1893 part 4 2014 pdf is 1893 part 5 is 1893 part 2 2016 pdf is 1893 part 3 2014 is 1893 part 2 liquid retaining tanks is 1893 part 1 2014 is 1893 part 2 pdf free download buy bis is 1893 2. For the purpose of determining design seismic forces, the country is classified into four seismic zones as per fig 1 of is 1893 part 1. Not to be reproduced without the permission of bis or used as an indian standard criteria for. The bureau of indian standards came up with the 6 th revision of seismic code is1893 as draft in 2016 and finally as code in 2017. Pdf the bureau of indian standards came up with the 6 th revision of seismic.
Draft indian standard criteria for earthquake resistant. Volume 176 pp 1 106 2 february 2016 pdf 1893 k entitled to full. Pdf download is now part revisions in is 1893 part 1 on erd of tall buildings. A comparative study of various clauses of new is 1893. Schuylkill county pa usgenweb archives area history pp 156176. The bureau of indian standards bis has published 4 parts of is 1893 to cover various types of structures proposed in industry. Codal provision for earthquake resistance building by dr. Most of the older provisions have been redrafted and modified for greater clarity and new provisions have been added.
Liquefaction potential for all the 10 sites of kapurthala region and fos has been calculated. This video describes the implementation of is 1893. Pro connect edition this video covers the following topics. The in plane stiffness of the floor and roof slabs shall be assumed rigid. Liquefaction potential assessment has been done using semiempirical procedure mentioned in is. A comparative study of various clauses of new is 1893 part 1. The seismic load generator can be used to generate lateral loads in the x and z directions only. Seismic analysis and comparison of is 1893 part1 2002 and. It provides both additional static seismic loading routines and response spectrum definitions.