In this paper, the earthquake response of symmetric multistoried building is studied by manual calculation and with the help of etabs 9. Effect of base width and stiffness of the structure on. Seismic analysis and design of multistoried steel structure. Dams and embankments part 1 contains provisions that are general in nature and applicable to all types of structures. Fill is 1893 part 1 pdf original, download blank or editable online. Is code considers 4 zones ranging from low to very severe seismic intensity, where the factor varying from 0. Is 1893 part 2 january 1, 2014 criteria for earthquake resistant design of structures part 2 liquid retaining. Etabs 2015 tutorial 5 response spectrum analysis using. Seismic load calculation part 2 as per is 18932002 youtube. Click here to download pdf is 1893 was split into five parts, namely. Liquid retaining tanks elevated and ground supported c part 3. 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 peace, this legal document is hereby made available on a noncommercial basis, as it is the right of all humans to know and speak the laws that govern them.
The bureau of indian standards bis has published 4 parts of is 1893 to cover various types of structures proposed in industry. Find the most uptodate version of is 1893 part 2 at engineering360. Part lgeneral provisions and buildings earthquake resistant design and construction of buildings code of practice second revision. In method i ah shall be computed as explained in d below. 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 analysis unless. The performance of the building will be checked using pushover analysis. Effect of base width and stiffness of the structure on period. As we know, concrete repair is an intricate, complex composite system needing indepth understanding knowledge on available materials and techniques for repairs and their compatibility with structures being repaired. Jan 22, 2014 in method i ah shall be computed as explained in d below.
Bis is 1893 part 2 criteria for earthquake resistant. Loads are calculated and distributed as per the code is1893. Review of critical design provisions of is1893 part 4. Part 4 industrial structures including stack like structures. The fundamental period can be evaluated using simplified expressions 1. Study of base shear and storey drift by dynamic analysis. Earthquake resistant design of structures is 1893 part.
All subclauses under 3 of is 1893 part 1 are also applicable to this standard. As per your model parameter st 3 defines structure type steel mrf building as per clause 7. Earthquake load is covered in a separate standard, namely is. Review of critical seismic analysis provisions in is1893 part. Calculation of design seismic force by static analysis method 4 2. National information centre of earthquake engineering. Modeling of building frames using staadpro software. In this paper, the earthquake response of symmetric multistoried building is studied by. Is 1893 part 1 to 4 latest version 1 free download as pdf file. Etabs 2015 tutorial 5 response spectrum analysis using is. The in plane stiffness of the floor and roof slabs shall be assumed rigid. Volume 4, issue 9, march 2015 123 abstract the effective design and the construction of earthquake resistant structures have much greater importance in all over the world. Using the empirical expressions prescribed in the code is1893 part12002. Maximum displacement along eqy as per is 18932016 maximum lateral displacement table.
Nov 18, 2017 is 1893 part 3 2002 pdf download 16tjhk. Chapter 4 concrete repair systems materials and techniques for repair deals in detail, one of the most important aspects of concrete repairs and rehabilitation. An soft storey is the one in which the lateral stiffness is less than 70 percent of that in the. Part 4 snow loads,part special loads and load ombinations. Oct 27, 2016 click here to download pdf is 1893 was split into five parts, namely. Revisions in is 1893part 1 on erd of tall buildings. Volume 4, issue 8, february 2015 92 abstract in the present paper, effect of height of building on base shear, lateral forces and storey drift is evaluated by using staad software and the results are compared with is1893 part1. From study they concluded that the forces acting on the elevated water tank due to seismic forces are calculated for all the zones and the base shear, base moment values are compared from zone i to zone iv. 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. Part 4 is focused on the industrial structures including stacklike structures, which has been revised in 2015. Sign, fax and printable from pc, ipad, tablet or mobile with pdffiller instantly no software. However, for structures with interconnected equipment at.
Comparative study of high rise building using indian. 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 peace, this legal document is hereby made available on a noncommercial basis, as it is the right of all humans to. One of the activity is formulation of indian standards on different subjects of engineering through various division councils. National information centre of earthquake engineering iit. Bis is 1893 part 2 criteria for earthquake resistant design of structures part 2 liquid retaining tanks active, most current details. Calculation of design seismic force by dynamic analysis method 7 3. The changes that happened in the is 1893 part1 in the sixth revision.
The use of stiffer column increases the stiffness up to 73%. Draft indian standard criteria for earthquake resistant. Shear wall is found to be quite effective in increasing. Normal mode, framing construction, concrete, earthquakes, civil engineering report this link download pdf. Pdf explanatory examples on indian seismic code is 1893. Ced 39 7231 4 draft indian standard criteria for earthquake resistant design of strucutres. Is 1893 part4 2015 1 normal mode framing construction. Selection of the structures with plan irregularities. Industrial structures, including stacklike structures e part 5. There has been a gap of 18 years since the previous edition in 1984. Roofs should be designed for the actual load due to snow or for the imposed. Is1893part 1 to 4latest version 1 free download as pdf file.
768 424 1116 37 666 162 166 1047 1681 1423 308 976 317 181 1527 19 1506 385 653 302 1393 508 176 1556 499 388 1319 886 738 431 22 243 419 1387 1325 633 662 778 795 603 1294