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Modelling analysis of earthquake impact on R.C Buildings in Baghdad using SAP200 / Manaf Raid Salman, Hasan Ali Abbas and Hasanain Muhammad Ghaltan

Most typical commercial reinforced concrete buildings in Iraq were designed using outdated building codes that did not consider horizontal seismic loads; they primarily focused on vertical loads. As a result, there is uncertainty regarding whether these conventional buildings can withstand recent ea...

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Main Authors: Raid Salman, Manaf, Ali Abbas, Hasan, Muhammad Ghaltan, Hasanain
Format: Article
Language:English
Published: Smart Manufacturing Research Institute (SMRI) 2023
Subjects:
Finite element method
Earthwork. Foundations
Online Access:https://ir.uitm.edu.my/id/eprint/86016/1/86016.pdf
https://ir.uitm.edu.my/id/eprint/86016/
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record_format eprints
spelling my.uitm.ir.860162023-10-29T14:08:37Z https://ir.uitm.edu.my/id/eprint/86016/ Modelling analysis of earthquake impact on R.C Buildings in Baghdad using SAP200 / Manaf Raid Salman, Hasan Ali Abbas and Hasanain Muhammad Ghaltan jaeds Raid Salman, Manaf Ali Abbas, Hasan Muhammad Ghaltan, Hasanain Finite element method Earthwork. Foundations Most typical commercial reinforced concrete buildings in Iraq were designed using outdated building codes that did not consider horizontal seismic loads; they primarily focused on vertical loads. As a result, there is uncertainty regarding whether these conventional buildings can withstand recent earthquakes in Iraq. In this study, we created a three-dimensional finite element model using SAP2000 to represent scaled versions of typical multistory reinforced concrete commercial structures found in Iraqi cities. The primary objective was to investigate how these structures respond to seismic events, particularly the Ali Al-Gharbee earthquake that struck Maysan Province in southern Iraq in 2012, with a magnitude of Mw=4.9 and PGA=104.151 cm/sec2 as the input ground motion. Our findings indicate that typical multistory reinforced concrete commercial buildings in Iraq can safely withstand earthquakes. However, when the magnitude increases to approximately Mw=5.2 (PGA=156 cm/sec2), some members may experience cracking and exceed allowable drift limits. If the magnitude reaches about Mw=6 (PGA=208 cm/sec2), these buildings may experience complete failure. Smart Manufacturing Research Institute (SMRI) 2023-09 Article PeerReviewed text en https://ir.uitm.edu.my/id/eprint/86016/1/86016.pdf Modelling analysis of earthquake impact on R.C Buildings in Baghdad using SAP200 / Manaf Raid Salman, Hasan Ali Abbas and Hasanain Muhammad Ghaltan. (2023) Journal of Applied Engineering Design & Simulation (JAEDS) <https://ir.uitm.edu.my/view/publication/Journal_of_Applied_Engineering_Design_=26_Simulation_=28JAEDS=29/>, 3 (2): 5. pp. 49-56. ISSN 2805-5756
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Finite element method
Earthwork. Foundations
spellingShingle Finite element method
Earthwork. Foundations
Raid Salman, Manaf
Ali Abbas, Hasan
Muhammad Ghaltan, Hasanain
Modelling analysis of earthquake impact on R.C Buildings in Baghdad using SAP200 / Manaf Raid Salman, Hasan Ali Abbas and Hasanain Muhammad Ghaltan
description Most typical commercial reinforced concrete buildings in Iraq were designed using outdated building codes that did not consider horizontal seismic loads; they primarily focused on vertical loads. As a result, there is uncertainty regarding whether these conventional buildings can withstand recent earthquakes in Iraq. In this study, we created a three-dimensional finite element model using SAP2000 to represent scaled versions of typical multistory reinforced concrete commercial structures found in Iraqi cities. The primary objective was to investigate how these structures respond to seismic events, particularly the Ali Al-Gharbee earthquake that struck Maysan Province in southern Iraq in 2012, with a magnitude of Mw=4.9 and PGA=104.151 cm/sec2 as the input ground motion. Our findings indicate that typical multistory reinforced concrete commercial buildings in Iraq can safely withstand earthquakes. However, when the magnitude increases to approximately Mw=5.2 (PGA=156 cm/sec2), some members may experience cracking and exceed allowable drift limits. If the magnitude reaches about Mw=6 (PGA=208 cm/sec2), these buildings may experience complete failure.
format Article
author Raid Salman, Manaf
Ali Abbas, Hasan
Muhammad Ghaltan, Hasanain
author_facet Raid Salman, Manaf
Ali Abbas, Hasan
Muhammad Ghaltan, Hasanain
author_sort Raid Salman, Manaf
title Modelling analysis of earthquake impact on R.C Buildings in Baghdad using SAP200 / Manaf Raid Salman, Hasan Ali Abbas and Hasanain Muhammad Ghaltan
title_short Modelling analysis of earthquake impact on R.C Buildings in Baghdad using SAP200 / Manaf Raid Salman, Hasan Ali Abbas and Hasanain Muhammad Ghaltan
title_full Modelling analysis of earthquake impact on R.C Buildings in Baghdad using SAP200 / Manaf Raid Salman, Hasan Ali Abbas and Hasanain Muhammad Ghaltan
title_fullStr Modelling analysis of earthquake impact on R.C Buildings in Baghdad using SAP200 / Manaf Raid Salman, Hasan Ali Abbas and Hasanain Muhammad Ghaltan
title_full_unstemmed Modelling analysis of earthquake impact on R.C Buildings in Baghdad using SAP200 / Manaf Raid Salman, Hasan Ali Abbas and Hasanain Muhammad Ghaltan
title_sort modelling analysis of earthquake impact on r.c buildings in baghdad using sap200 / manaf raid salman, hasan ali abbas and hasanain muhammad ghaltan
publisher Smart Manufacturing Research Institute (SMRI)
publishDate 2023
url https://ir.uitm.edu.my/id/eprint/86016/1/86016.pdf
https://ir.uitm.edu.my/id/eprint/86016/
_version_ 1781709344937607168
score 13.211869

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