A Detailed Study on Earthquake Resistant Buildings on Ground Surface by Using E-Tabs

Authors

  • K. Hemanth  M.Tech Scholar, Intell Engineering College, Anantapur, Andhra Pradesh, India
  • Shamshad Begum  Assistant Professor, Intell Engineering College, Anantapur, Andhra Pradesh, India

DOI:

https://doi.org/10.32628/IJSRST218496

Keywords:

Earthquake Resistant Structures, Tallness, Compaction, Deterioration, Durability

Abstract

In the present investigation to discover the impact of level and slanting ground on structure execution ground inclines of 00 and 100 are considered in displaying of structures of tallness G+15 RCC structures having material properties M40 grade for cement and Fe500 for fortifying steel and structures measurements are length = 6x10= 60m, width = 6x5 = 30m and statures of G+15 is 48m from the plinth level, the help conditions are picked to be fixed base and establishment profundity is considered as 2m beneath the ground level structures are demonstrated utilizing ETABS in seismic zones II, III, IV, V according to IS 1893-2002 strategies utilized for seismic burden age are Linear static examination, Response range examination and Time history examination. The outcomes are appeared as far as charts and tables.

References

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International Journal of Scientific Research in Science and Technology

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Published

2021-08-30

Issue

Volume 8, Issue 4, July-August-2021

Section

Research Articles

License

Copyright (c) IJSRST

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This work is licensed under a Creative Commons Attribution 4.0 International License.

How to Cite

[1]
K. Hemanth, Shamshad Begum "A Detailed Study on Earthquake Resistant Buildings on Ground Surface by Using E-Tabs" International Journal of Scientific Research in Science and Technology(IJSRST), Online ISSN : 2395-602X, Print ISSN : 2395-6011,Volume 8, Issue 4, pp.619-625, July-August-2021. Available at doi : https://doi.org/10.32628/IJSRST218496