Soil classification table 1 of is 1893 1 presents the increase in allowable. The designer must demonstrate by detailed analyses that these devices provide sufficient protection to the buildings. The basic zone factors included herein are reasonable estimates of effective peak ground accelerations for the design of various structures covered in this standard. Fill is 1893 part 1 pdf original, download blank or editable online. Clearly, there is no way one can combine part 1 of the. Legally binding document step out from the old to the newjawaharlal nehru invent a new india. Is part 1 indian standards criteria for earthquake resistant design of structures part 1 download as pdf file.
Seismic analysis of high rise building with is code 1893 2002 and is code 1893 2016 narayan malviya1. Criteria for earthquake resistant design of structures number of amendments. General this article presents a discussion on the provisions related to geotechnical aspects in the indian seismic code, is 1893 part 1. Pdf explanatory examples on indian seismic code is 1893. Is 1893 part1 2002 vs 2016 free download pdf kupdf. In the seismic zoning map, zone i and ii of the contemporary map have been merged and assigned the level of zone 11. Though is 1893 part 1 2002 10 ruled out use of response spectrum method for buildings, is 1893 2014 part 2 3 fifth revision would have incorporated response spectrum method. Indian standard criteria for earthquake resistant design of structures, is 1893.
If not specified, the program will look for the factor defined under define 1893 load refer to tr. The indian seismic code is 1893 has now been split into a number of parts and the first part containing general provisions and those pertaining to buildings has been released in 2002. I and ii of the contemporary map have been merged and assigned the level. Patel assistant professor, civil engineering department, nirma institute of technology, ahmedabad 382481 abstract in this article codal provisions of is 1893 part 1 2002, regarding dynamic analysis are discussed using an example. Indian standard criteria for earthquake resistant design of structures part 1 general provisions and buildings.
Ten and five storey model sap2000 it is clear from the consolidated results table 1. Methods of analysis for earthquake resistant structures is 1893 part 1 2002 g. Part 1 2002, part 1 general provisions and buildings fifth revision, bureau of indian standards, new delhi. General provisions and buildings fifth revision name of standards organization. Bureau of indian standards bis legally binding document. Further seismic coefficient method is static method of analysis which can be easily applied to analysis of water retaining structures. Part 1 general provisions and buildings part 2 liquid retaining tanks elevated and ground supported part 3 bridges and retaining walls. In view of nonavailability of a proper is codestandard on seismic design of tanks, present guidelines is prepared to help designers for seismic design of liquid storage tanks. Proposed draft for is 1893 on design of nonstructural. 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.
The revisions in major clauses has been presented in the table below with critical comments on that. Further, in 2002, the committee decided to present the provisions for different types of structures in separate parts, to keep abreast with rapid developments and extensive research carried out in earthquakeresistant design of various structures. A major part of the peninsular india has also been visited by strong earth quakes, but. In this method, the code has specified a factor ak caluse7.
Is 1893 2002 code book pdf free download this indian standard part 1 fifth revision was adopted by the bureau of indian standards, after the draft finalized by the earthquake engineering sectional committee had been approved by. There has been a gap of 18 years since the previous edition in 1984. Part 1 general provisions and buildings part 2 liquid retaining tanks eq. Bs 5839 1 pdf january 23, 2018 bs 5839 1 pdf download read online bs 5839 1. This video describes the method of base shear calculation using is 1893. Many clauses of old is 1893 2002 has been revised in new is 1893 2016. Full sap2000 complete course course at the cheapest rate. Also, part 1 contains provisions specific to earthquakeresistant design of buildings.
Legally binding document step out from the old to the newjawaharlal nehru invent a new india using knowledge. The changes that happened in the is 1893 part1 in the sixth revision. Is 1893 1 pdf is 1893 1 svg is 1893 1 html is 1893 1 txt 2002. Is 1893 part1 2002 vs 2016 free download as pdf file. Seismic force estimation is 1893 18932002 18932002 the material.
Seismic load calculation part 2 as per is 18932002 youtube. This video explains the calculation of story shear with diagrams. Seismic load calculation part 3 as per is 1893 2002 duration. General provisions and buildings number of amendments. Sign, fax and printable from pc, ipad, tablet or mobile with pdffiller instantly no software. A comparative study of various clauses of new is 1893. Jain sk and murty svr, proposed changes in indian seismic code, is. Part 2 liquid retaining tanks revision of is 1893 part 2 ics 91. Review of geotechnical provisions in indian seismic code. Ced 39 7231 1 draft indian standard not to be reproduced without the permission of bis or used as an indian standard criteria for earthquake resistant design of strucutres. 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. Erstwhile zone i has been merged to zone ii and hence zone i does not. Is 1893 2002 code book pdf free download this indian standard part 1 fifth revision was adopted by the bureau of indian standards, after the draft finalized by the earthquake engineering sectional committee had been approved by the civil engineering division council.
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