| Issue |
E3S Web Conf.
Volume 184, 2020
2nd International Conference on Design and Manufacturing Aspects for Sustainable Energy (ICMED 2020)
|
|
|---|---|---|
| Article Number | 01107 | |
| Number of page(s) | 4 | |
| DOI | https://doi.org/10.1051/e3sconf/202018401107 | |
| Published online | 19 August 2020 | |
RCC Highrised Residential Buildings its Influence on Earthquake Loads
1 Assistant Professor, Civil Engg. Dept., GRIET, Hyd., India
2 Professor, Civil Engg., Dept., GRIET, Hyd., India
3 PG Scholar, Civil Engg., Dept., GRIET, Hyd., India
* Corresponding author: author@e-mail.org
The present decade, high rise multi-storey buildings are subjected to many external effects such as earthquake, wind loads, tidal loads, etc., in most cases high rise buildings have more vulnerable to earthquake and wind loads. Most of the reinforced concrete multi-storeyed frame buildings were heavily damaged and many of them completely collapsed during due earthquakes. RC frame buildings were severely damaged due to various deficiencies when proper codal provisions are not designed. A study is need to study the behaviour of the RC framed structure under earthquake load to reduce the damage caused by earthquake forces In this investigation a RC framed building of G+20 storeyed is considered in several seismic zones under different soils as per Indian Standard code IS 1893(part1):2016, using STAAD. Pro V8i as software tool. Finally evaluate the ultimate Base shear using Equivalent static method and Response spectrum method addressing under design forces.
© The Authors, published by EDP Sciences, 2020
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