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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Format: | Article |
Language: | English |
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Wiley
2022-01-01
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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 |
id | doaj-art-7cfcdd0cef0e4619b0be6852bf56284f |
institution | Kabale University |
issn | 1687-8442 |
language | English |
publishDate | 2022-01-01 |
publisher | Wiley |
record_format | Article |
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 |