Seismic Performance of Reinforced Concrete Residential Building Modeled Using Ruaumoko2D Program

Earthquake is one of the natural disaster that cannot be avoided and could give great impact to the world and living things on it. Malaysia is located nearby two seismically active plate boundaries which are between Indo-Australian and Eurasian Plate on the west and between Eurasian and Philippine P...

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Published in:Lecture Notes in Civil Engineering
Main Author: Kay Dora A.G.; Safwan J.M.; Nurjuhanah J.; Mohamed R.N.
Format: Book chapter
Language:English
Published: Springer 2020
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85077548923&doi=10.1007%2f978-3-030-32816-0_53&partnerID=40&md5=b4c6549d67217eee65d24beba5041362
id 2-s2.0-85077548923
spelling 2-s2.0-85077548923
Kay Dora A.G.; Safwan J.M.; Nurjuhanah J.; Mohamed R.N.
Seismic Performance of Reinforced Concrete Residential Building Modeled Using Ruaumoko2D Program
2020
Lecture Notes in Civil Engineering
53

10.1007/978-3-030-32816-0_53
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85077548923&doi=10.1007%2f978-3-030-32816-0_53&partnerID=40&md5=b4c6549d67217eee65d24beba5041362
Earthquake is one of the natural disaster that cannot be avoided and could give great impact to the world and living things on it. Malaysia is located nearby two seismically active plate boundaries which are between Indo-Australian and Eurasian Plate on the west and between Eurasian and Philippine Plate on the east. Earthquake that happen along these boundaries could cause tremors in Malaysia. East Malaysia especially Sabah also experienced earthquakes from nearby countries. However, Peninsular of Malaysia is considered as low seismic region in Asia. Therefore, majority of buildings in Peninsular Malaysia had been designed by using British Standard Code of Practice which lack of seismic detailing and inadequate consideration of seismic loading during the design process. To secure the human life and increase the building safety, this study aimed to model the structural damage and assessing the seismic performance of five-storey reinforced concrete residential building located in Pulau Pinang, Malaysia which is still in the stage of planning, when subjected to peak ground acceleration of 0.12 g by using Ruaumoko2D and its associated program. The modeling results showed that the structural damages would occurs at the ground and first floor beam-column joints. The displacement ductility valued below 2 proved that the prototype building is vulnerable when subjected to seismic excitation. The maximum lateral strength, maximum lateral displacement and stiffness of the prototype building were also discussed in this paper. The findings of this study could help the engineer to make further improvement by incorporating seismic factor in the building design. © Springer Nature Switzerland AG 2020.
Springer
23662557
English
Book chapter

author Kay Dora A.G.; Safwan J.M.; Nurjuhanah J.; Mohamed R.N.
spellingShingle Kay Dora A.G.; Safwan J.M.; Nurjuhanah J.; Mohamed R.N.
Seismic Performance of Reinforced Concrete Residential Building Modeled Using Ruaumoko2D Program
author_facet Kay Dora A.G.; Safwan J.M.; Nurjuhanah J.; Mohamed R.N.
author_sort Kay Dora A.G.; Safwan J.M.; Nurjuhanah J.; Mohamed R.N.
title Seismic Performance of Reinforced Concrete Residential Building Modeled Using Ruaumoko2D Program
title_short Seismic Performance of Reinforced Concrete Residential Building Modeled Using Ruaumoko2D Program
title_full Seismic Performance of Reinforced Concrete Residential Building Modeled Using Ruaumoko2D Program
title_fullStr Seismic Performance of Reinforced Concrete Residential Building Modeled Using Ruaumoko2D Program
title_full_unstemmed Seismic Performance of Reinforced Concrete Residential Building Modeled Using Ruaumoko2D Program
title_sort Seismic Performance of Reinforced Concrete Residential Building Modeled Using Ruaumoko2D Program
publishDate 2020
container_title Lecture Notes in Civil Engineering
container_volume 53
container_issue
doi_str_mv 10.1007/978-3-030-32816-0_53
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85077548923&doi=10.1007%2f978-3-030-32816-0_53&partnerID=40&md5=b4c6549d67217eee65d24beba5041362
description Earthquake is one of the natural disaster that cannot be avoided and could give great impact to the world and living things on it. Malaysia is located nearby two seismically active plate boundaries which are between Indo-Australian and Eurasian Plate on the west and between Eurasian and Philippine Plate on the east. Earthquake that happen along these boundaries could cause tremors in Malaysia. East Malaysia especially Sabah also experienced earthquakes from nearby countries. However, Peninsular of Malaysia is considered as low seismic region in Asia. Therefore, majority of buildings in Peninsular Malaysia had been designed by using British Standard Code of Practice which lack of seismic detailing and inadequate consideration of seismic loading during the design process. To secure the human life and increase the building safety, this study aimed to model the structural damage and assessing the seismic performance of five-storey reinforced concrete residential building located in Pulau Pinang, Malaysia which is still in the stage of planning, when subjected to peak ground acceleration of 0.12 g by using Ruaumoko2D and its associated program. The modeling results showed that the structural damages would occurs at the ground and first floor beam-column joints. The displacement ductility valued below 2 proved that the prototype building is vulnerable when subjected to seismic excitation. The maximum lateral strength, maximum lateral displacement and stiffness of the prototype building were also discussed in this paper. The findings of this study could help the engineer to make further improvement by incorporating seismic factor in the building design. © Springer Nature Switzerland AG 2020.
publisher Springer
issn 23662557
language English
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