RCC Highrised Residential Buildings its Influence on Earthquake Loads

RCC Highrised Residential Buildings its Influence on Earthquake Loads

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 heav...

Full description

Bibliographic Details
Main Authors: Raju Y. Kamala, Satyanarayana G.V.V., Sai G. Arun
Format: Article
Language:English
Published: EDP Sciences 2020-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/44/e3sconf_icmed2020_01107.pdf
id doaj-1d4b490f023b4a47a3039d0619f27917
record_format Article
spelling doaj-1d4b490f023b4a47a3039d0619f279172021-04-02T15:54:39ZengEDP SciencesE3S Web of Conferences2267-12422020-01-011840110710.1051/e3sconf/202018401107e3sconf_icmed2020_01107RCC Highrised Residential Buildings its Influence on Earthquake LoadsRaju Y. Kamala0Satyanarayana G.V.V.1Sai G. Arun2Assistant Professor, Civil Engg. Dept., GRIETProfessor, Civil Engg., Dept., GRIETPG Scholar, Civil Engg., Dept., GRIETThe 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.https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/44/e3sconf_icmed2020_01107.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Raju Y. Kamala
Satyanarayana G.V.V.
Sai G. Arun
spellingShingle Raju Y. Kamala
Satyanarayana G.V.V.
Sai G. Arun
RCC Highrised Residential Buildings its Influence on Earthquake Loads
E3S Web of Conferences
author_facet Raju Y. Kamala
Satyanarayana G.V.V.
Sai G. Arun
author_sort Raju Y. Kamala
title RCC Highrised Residential Buildings its Influence on Earthquake Loads
title_short RCC Highrised Residential Buildings its Influence on Earthquake Loads
title_full RCC Highrised Residential Buildings its Influence on Earthquake Loads
title_fullStr RCC Highrised Residential Buildings its Influence on Earthquake Loads
title_full_unstemmed RCC Highrised Residential Buildings its Influence on Earthquake Loads
title_sort rcc highrised residential buildings its influence on earthquake loads
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2020-01-01
description 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.
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/44/e3sconf_icmed2020_01107.pdf
work_keys_str_mv AT rajuykamala rcchighrisedresidentialbuildingsitsinfluenceonearthquakeloads
AT satyanarayanagvv rcchighrisedresidentialbuildingsitsinfluenceonearthquakeloads
AT saigarun rcchighrisedresidentialbuildingsitsinfluenceonearthquakeloads
_version_ 1721558675977404416

Similar Items