Seismic Evaluation of Advanced Reinforced Concrete Structures

Many reinforced concrete frame buildings were developed and constructed in Coimbatore zone III before 2002. In 2002, the seismic code IS 1893 was updated. As a result, structures constructed earlier in 2002 do not meet the codal criterion. The majority of structures through infilled walls were nonde...

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Main Authors: Vijayakumar Arumugam, Lakshmi Keshav, Aravindan Achuthan, Somashekar Dasappa
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2022/4518848
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author Vijayakumar Arumugam
Lakshmi Keshav
Aravindan Achuthan
Somashekar Dasappa
author_facet Vijayakumar Arumugam
Lakshmi Keshav
Aravindan Achuthan
Somashekar Dasappa
author_sort Vijayakumar Arumugam
collection DOAJ
description Many reinforced concrete frame buildings were developed and constructed in Coimbatore zone III before 2002. In 2002, the seismic code IS 1893 was updated. As a result, structures constructed earlier in 2002 do not meet the codal criterion. The majority of structures through infilled walls were nondesigned with infills in consideration. This paper goals to appraise seismic exposure of an advanced reinforced present concrete building with infilled and without infilled frames. A pushover analysis was used to conduct this analysis. According to ATC40, the analysis shows the comportment levels of several building components for various stated concert objectives.
format Article
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institution Kabale University
issn 1687-8442
language English
publishDate 2022-01-01
publisher Wiley
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series Advances in Materials Science and Engineering
spelling doaj-art-7cfcdd0cef0e4619b0be6852bf56284f2025-02-03T06:05:24ZengWileyAdvances in Materials Science and Engineering1687-84422022-01-01202210.1155/2022/4518848Seismic Evaluation of Advanced Reinforced Concrete StructuresVijayakumar Arumugam0Lakshmi Keshav1Aravindan Achuthan2Somashekar Dasappa3Department of Civil EngineeringDepartment of Civil EngineeringDepartment of Civil EngineeringDepartment of Mechanical EngineeringMany reinforced concrete frame buildings were developed and constructed in Coimbatore zone III before 2002. In 2002, the seismic code IS 1893 was updated. As a result, structures constructed earlier in 2002 do not meet the codal criterion. The majority of structures through infilled walls were nondesigned with infills in consideration. This paper goals to appraise seismic exposure of an advanced reinforced present concrete building with infilled and without infilled frames. A pushover analysis was used to conduct this analysis. According to ATC40, the analysis shows the comportment levels of several building components for various stated concert objectives.http://dx.doi.org/10.1155/2022/4518848
spellingShingle Vijayakumar Arumugam
Lakshmi Keshav
Aravindan Achuthan
Somashekar Dasappa
Seismic Evaluation of Advanced Reinforced Concrete Structures
Advances in Materials Science and Engineering
title Seismic Evaluation of Advanced Reinforced Concrete Structures
title_full Seismic Evaluation of Advanced Reinforced Concrete Structures
title_fullStr Seismic Evaluation of Advanced Reinforced Concrete Structures
title_full_unstemmed Seismic Evaluation of Advanced Reinforced Concrete Structures
title_short Seismic Evaluation of Advanced Reinforced Concrete Structures
title_sort seismic evaluation of advanced reinforced concrete structures
url http://dx.doi.org/10.1155/2022/4518848
work_keys_str_mv AT vijayakumararumugam seismicevaluationofadvancedreinforcedconcretestructures
AT lakshmikeshav seismicevaluationofadvancedreinforcedconcretestructures
AT aravindanachuthan seismicevaluationofadvancedreinforcedconcretestructures
AT somashekardasappa seismicevaluationofadvancedreinforcedconcretestructures