Is 1893 part1 2002 pdf file

Is part 1 indian standards criteria for earthquake resistant design of structures part 1 download as pdf file. Parameter default value description x f1, y f2, z f3. Unless otherwise stated, this standard shall be read necessarily in conjunction with is. 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. Modal analysis is done and as the result of modal analysis we get mode shapes and fundamental time period. Online file sharing and storage 500mb free web space. Seismic analysis and comparison of is 1893 part1 2002 and. Earthquake load is covered in a separate standard, namely is. Effect of soilstructure interaction in seismic analysis. We have concluded that there is no uniformity in type of tanks described in various documents. Not to be reproduced without the permission of bis. Equivalent static method of analysis and response spectrum analysis method are used for the analysis of both composite and rcc structures. 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.

Some of these new residential towers rely on a substantial concrethte shearwall t id th k i tll core to provide earthquake resistance. Results obtained from this study show that the plan asymmetry in the building makes it nonductile even after design with code provision. As per is 1893 part12002, response spectrum method is summarized in following steps. A three dimensional modeling and analysis of the structure are carried out with the help of sap 2000 software. Click here to download pdf is 1893 was split into five parts, namely. Part lgeneral provisions and buildings earthquake resistant design and construction of buildings code of practice second revision.

Base shear and scaling factor for four storey building table 5. Comparative study of rc moment resisting frame of variable. There has been a gap of 18 years since the previous edition in 1984. This 10storey building frame is considered with five different irregularities as taken from is 1893 part1. Table 3 of is 1893part1 can be used for damping other than 5%. Liquid retaining tanks elevated and ground supported c part 3. Oct 27, 2016 click here to download pdf is 1893 was split into five parts, namely. As concrete is seems to be cracked section all time, one cannot consider the full mi of rc section for analysis. The newlyyg g p j designed buildings have not experienced major earthquakes and therefore have not been tested for its performance 3. In new code is 18932016, cracked section with 70% mi of columns and 35 % mi of beams is considered. Seismic analysis of high rise building with is code 18932002 and. The building frames were designed for seismic zones 2, 3, 4, and 5 according to is 1893 part1.

The building frames were designed for seismic zones 2, 3, 4, and 5 according to is 1893 part 1. Lateral force distribution as per torsion provisions of is 18932002 part i 12 6. This 10storey building frame is considered with five different irregularities as taken from is 1893part1. Jan 22, 2014 table 3 of is 1893 part1 can be used for damping other than 5%. Nonlinear time history analysis of tall structure for. Is 1893 2002 part1 design of structures earthquakes scribd. Is 1893 part1 2002 pdf jan 22, is part 1 indian standard criteria for earthquake resistant design of structures part 1 general. Pdf many changes and improvement in the earthquake resistant design of structure is done in past.

Damper is one of the important device by which the seismic performance of a building can be improved, shown in figure 1. Pdf proposed draft for is 1893 on design of nonstructural elements. 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. July 2017, volume 4, issue 07 jetir issn 2349 5162. Anchorage design for an equipment supported on vibration isolator 18 9. Results obtained from this study show that the plan asymmetry in the building makes it nonductile even after. 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. Revisions in is 1893part 1 on erd of tall buildings.

Effect of soilstructure interaction in seismic analysis of. Lateral force distribution as per torsion provisions of is 1893 2002 part i 12 6. Criteria for earthquake resistant design of structures, part 1. The problem considered for the current study is taken from is 1893 part 1. E the objective in this research paper is to perform the nonlinear time history analysis of ninestory building frame with and without damper considering different earthquake acceleration load. In this paper, the effects of building height and seismic zones on over.

Indian standard criteria for earthquake resistant design of structures, part1. This indian standard part 1 fifth revision was adopted by the bureau of indian standards, afler the draft finalized by the earthquake engineering sectional. Bureau of indian standards bis legally binding document. Is 1893 2016 it is a indian code of seismic design of structure.

Lateral force distribution as per new torsion provisions 14 7. 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. This word was also then used to describe the anabolic metabolism of animals. The maximum base shear demands for the three building variant are almost same. Industrial structures, including stacklike structures e part 5. Equivalent static loads, gust factor, highrise buildings, importance factor, indian code, response based design. In this revision, the following importalit changes have been made.

Before 1893, the lightdependent process by which plants reduce co2 to organic matter was called assimilation. Table 2 gives the seismic weight of all the storeis. Is 1893 2002 part1 design of structures earthquakes free download as pdf file. The data for the example has been taken from sp22 explanatory. Nov 18, 2017 is 1893 part 3 2002 pdf download 16tjhk. Is 1893 2002 part1 design of structures earthquakes download as pdf file. The seismic resistance design codes recommend the selection of at least three or seven ground. The changes that happened in the is 1893 part1 in the sixth revision. Draft indian standard criteria for earthquake resistant. Load combinations are considered as per is 1893part1. Anchorage design for an equipment supported on vibration isolator.

General provisions and buildings fifth revision name of standards organization. Equivalent static method of analysis and response spectrum analysis method are used for the analysis of both composite and r. The effectiveness of various types of steel bracing is examined in rehabilitating the building. Research paper cost analysis of steelconcrete composite. In new code is 1893 2016, cracked section with 70% mi of columns and 35 % mi of beams is considered. In 1893, charles barnes realized that use of the same term for plant and animal processes was illadvised and confusing. Review of geotechnical provisions in indian seismic code is.