General provisions and buildings fifth revision name of standards organization. The designer must demonstrate by detailed analyses that these devices provide sufficient protection to the buildings. There has been a gap of 18 years since the previous edition in 1984. Hence, is 1893 has been was split into the following five parts. Parameter default value description deccentricity f8.
Well graded gravel and sand all soils with n between 10 gravel mixtures with or and 30, and poorly graded without clay binder, and sands or gravelly sands with clayey sands poorly graded little or no fines sp1 or sand clay mixtures gb, with n 15. Criteria for earthquake resistant design of structures, part 1. Is 1893 2002 part1 design of structures earthquakes free download as pdf file. Bis is 1893 part 3 criteria for earthquake resistant design of structures part 3 bridges and retaining walls active, most current. Indian code is 1893 part 1 2002 seismic resistant steel building structures from ecv 405 at kenyatta university. Lateral force distribution as per new torsion provisions 14 7. Foundation type of soil mainly constituting the a r type i rock or hard soil. A comparative study of various clauses of new is 1893 part 1.
There has been a gap of 18 years since the previous edition in. For an earthquake resistant structure, one has to follow is. A comprehensive study of various clauses of new is 1893 part 1. The basic zone factors included herein are reasonable estimates of effective peak ground accelerations for the design of various structures covered in this standard. Earthquake does not occur simultaneously with maximum wind, flood or sea wave.
Only standard devices having detailed experimental data on the performance should be used. Is 1893 part 2 free download,is 1893 part 2 software collection download. 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. When ecc 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 18932. Proposed draft for is 1893 on design of nonstructural elements.
Many clauses of old is 18932002 has been revised in new is 18932016. 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. Is 1893 2002 part1 design of structures earthquakes. Study of base shear and storey drift by dynamic analysis. In this method, the code has specified a factor ak caluse7. Pdf elevated water tanks are essentially present in public water distribution systems.
Further seismic coefficient method is static method of analysis which can be easily applied to. 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. 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. In the first method, which is used for most of the buildings, static earthquake loads are obtained at each floor of building using empirical time period. Though is 1893 part1 200210 ruled out use of response spectrum method for buildings, is 1893 2014 part2 3 fifth revision would have incorporated response spectrum method. 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. Is 1893 part 3 january 1, 2014 criteria for earthquake resistant design of structures part 3 bridges and retaining walls a description is not. Is part 1 indian standards criteria for earthquake resistant design of structures part 1 download as pdf file. Draft indian standard criteria for earthquake resistant. Criteria for earthquake resistant 2002 design of structures. Anchorage design for an equipment supported on vibration isolator. Bis is 1893 part 3 criteria for earthquake resistant. Ten and five storey model sap2000 it is clear from the consolidated results table 1. If not specified, the program will look for the factor defined under define 1893 load refer to tr.
Review of geotechnical provisions in indian seismic code. The revisions in major clauses has been presented in the table below with critical comments on that. Not to be reproduced without the permission of bis. Indian code is 1893 part 1 2002 seismic resistant steel. Unless otherwise stated, this standard shall be read necessarily in conjunction with is. Revisions in is 1893part 1 on erd of tall buildings. Pdf effect of modified provisions of is 1893 part 2.
A comparative study of various clauses of new is 1893. In this indian standard, three methods of analysis are given. 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. Bureau of indian standards bis legally binding document. Browse your favorite books and read them for free in our convenient ereader any book will be. Is 1893 part1 2002 pdf jan 22, is part 1 indian standard criteria for earthquake resistant design of structures part 1 general. Criteria for earthquake resistant design of structures.
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