Where the probable loads at the time of earthquake are more accurately assessed. Liquid retaining tanks elevated and ground supported c part 3. Jan 22, 2014 conjunction with is 1893 part 1, which contains provisions that are general in nature and applicable to all types of structures. This work aims at studying revisions in various clauses of new is 1893 part 1. 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. Response spectrum analysis using is 1893 part 1 2002. 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.
Volume 176 pp 1 106 2 february 2016 pdf 1893 k entitled to full. 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. Part 4 is focused on the industrial structures including stacklike. 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. This video describes the implementation of is 1893. Mar historical society of schuylkill county, 19051989 part 2 of 2, n through z rush, west and co. Seismic analysis and comparison of is 1893 part1 2002 and. 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. It provides both additional static seismic loading routines and response spectrum definitions. A comparative study of various clauses of new is 1893 part 1.
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. Nov 18, 2017 is 1893 part 3 2002 pdf download 16tjhk. Liquefaction potential for all the 10 sites of kapurthala region and fos has been calculated. Pro connect edition this video covers the following topics. A comparative study of various clauses of new is 1893. Pdf download is now part revisions in is 1893 part 1 on erd of tall buildings. Etabs 2015 tutorial 5 response spectrum analysis using is.
The seismic load generator can be used to generate lateral loads in the x and z directions only. The indian seismic code is 1893 has now been split into a number of parts. Pdf analysis of seismic loads acting on multistory building as per. In this new code many changes have been included considering standards and practices prevailing in different countries and in india. In this paper, an attempt has been made to understand and. Not to be reproduced without the permission of bis or used as an indian standard criteria for. Is 1893 part4 2015 1 normal mode framing construction.
Draft indian standard criteria for earthquake resistant. Pdf explanatory examples on indian seismic code is 1893. Is 1893 part 1 2002 indian standards criteria for earthquake resistant design of structures part 1 part 1 structure is everywhere. Revisions in is 1893part 1 on erd of tall buildings. Is 1893 2016 it is a indian code of seismic design of structure. Industrial structures, including stacklike structures e part 5. Pdf the bureau of indian standards came up with the 6 th revision of seismic. This feature enables one to generate seismic loads per the is. By continuing to use this site, you are consenting to our use of cookies. The bureau of indian standards bis has published 4 parts of is 1893 to cover various types of structures proposed in industry.
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. This site uses cookies to help personalise content, tailor your experience and to keep you logged in if you register. 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. The peak ground acceleration specified for kapurthala region is 0. There has been a gap of 18 years since the previous edition in 1984.
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. Schuylkill county pa usgenweb archives area history pp 156176. Seismic analysis of high rise building with is code 1893. Codal provision for earthquake resistance building by dr amit goyal. Jan 17, 2019 this video describes the implementation of is 1893. Generating auto combination of loads from selected code e.
331 312 760 378 1441 810 463 330 499 1574 259 13 685 1121 1170 1474 538 1121 654 994 817 502 1233 447 219 1133 494 499 706 1446 131 353