Increment of Steel Tonnage for Reinforced Concrete School Building Considering Seismic Design

A series of Indonesian earthquakes, especially from Sumatra caused vibration on buildings in Peninsular Malaysia like Kuala Lumpur and Penang Island. In East Malaysia, Sabah state has been classified as a region with active local seismic fault. A moderate earthquake with Mw6.1 was occurred in Ranau...

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Main Authors:	H. A., Roslan, M. I., Adiyanto, S. A. H. S., Mustapa, T. A., Majid, N. S. H., Harith
Format:	Article
Language:	English
Published:	Blue Eyes Intelligence Engineering & Sciences Publication 2019
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/26341/ http://umpir.ump.edu.my/id/eprint/26341/ http://umpir.ump.edu.my/id/eprint/26341/1/Increment%20of%20Steel%20Tonnage%20for%20Reinforced.pdf

id	ump-26341
recordtype	eprints
spelling	ump-263412019-12-23T02:41:15Z http://umpir.ump.edu.my/id/eprint/26341/ Increment of Steel Tonnage for Reinforced Concrete School Building Considering Seismic Design H. A., Roslan M. I., Adiyanto S. A. H. S., Mustapa T. A., Majid N. S. H., Harith TA Engineering (General). Civil engineering (General) A series of Indonesian earthquakes, especially from Sumatra caused vibration on buildings in Peninsular Malaysia like Kuala Lumpur and Penang Island. In East Malaysia, Sabah state has been classified as a region with active local seismic fault. A moderate earthquake with Mw6.1 was occurred in Ranau on 5th June 2015 and caused damage on buildings either the structural or non-structural members. Hence, the implementation of seismic design on new buildings is important to ensure public safety. However, such action has its own pro and contra especially when dealing with cost. Therefore, current research work presents the influence of seismic design consideration on the increment of cost for steel reinforcement. For that purpose, a four storey reinforced concrete school building was generated and used as basic model for analysis, design, and taking off. Two level of seismicity representing by the reference peak ground acceleration, αgR equal to 0.07g and 0.10g has been taken into account in the structural analysis and seismic design process. Besides, three soil type namely as soil type A, soil type C, and soil type E also has been considered as variable parameter. Based on result, total steel tonnage in beams for models considering seismic design increases around 14% to 119% higher than the model without seismic design. For columns, the increment is around 13% to 155%. Generally, total cost of steel used as for concrete reinforcement of the whole structure increases around 13% to 131% depending on the level of seismicity and soil type. Blue Eyes Intelligence Engineering & Sciences Publication 2019 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/26341/1/Increment%20of%20Steel%20Tonnage%20for%20Reinforced.pdf H. A., Roslan and M. I., Adiyanto and S. A. H. S., Mustapa and T. A., Majid and N. S. H., Harith (2019) Increment of Steel Tonnage for Reinforced Concrete School Building Considering Seismic Design. International Journal of Recent Technology and Engineering, 8 (3S3). pp. 351-355. ISSN 2277-3878 https://www.ijrte.org/wp-content/uploads/papers/v8i3s3/C10051183S319.pdf
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) H. A., Roslan M. I., Adiyanto S. A. H. S., Mustapa T. A., Majid N. S. H., Harith Increment of Steel Tonnage for Reinforced Concrete School Building Considering Seismic Design
description	A series of Indonesian earthquakes, especially from Sumatra caused vibration on buildings in Peninsular Malaysia like Kuala Lumpur and Penang Island. In East Malaysia, Sabah state has been classified as a region with active local seismic fault. A moderate earthquake with Mw6.1 was occurred in Ranau on 5th June 2015 and caused damage on buildings either the structural or non-structural members. Hence, the implementation of seismic design on new buildings is important to ensure public safety. However, such action has its own pro and contra especially when dealing with cost. Therefore, current research work presents the influence of seismic design consideration on the increment of cost for steel reinforcement. For that purpose, a four storey reinforced concrete school building was generated and used as basic model for analysis, design, and taking off. Two level of seismicity representing by the reference peak ground acceleration, αgR equal to 0.07g and 0.10g has been taken into account in the structural analysis and seismic design process. Besides, three soil type namely as soil type A, soil type C, and soil type E also has been considered as variable parameter. Based on result, total steel tonnage in beams for models considering seismic design increases around 14% to 119% higher than the model without seismic design. For columns, the increment is around 13% to 155%. Generally, total cost of steel used as for concrete reinforcement of the whole structure increases around 13% to 131% depending on the level of seismicity and soil type.
format	Article
author	H. A., Roslan M. I., Adiyanto S. A. H. S., Mustapa T. A., Majid N. S. H., Harith
author_facet	H. A., Roslan M. I., Adiyanto S. A. H. S., Mustapa T. A., Majid N. S. H., Harith
author_sort	H. A., Roslan
title	Increment of Steel Tonnage for Reinforced Concrete School Building Considering Seismic Design
title_short	Increment of Steel Tonnage for Reinforced Concrete School Building Considering Seismic Design
title_full	Increment of Steel Tonnage for Reinforced Concrete School Building Considering Seismic Design
title_fullStr	Increment of Steel Tonnage for Reinforced Concrete School Building Considering Seismic Design
title_full_unstemmed	Increment of Steel Tonnage for Reinforced Concrete School Building Considering Seismic Design
title_sort	increment of steel tonnage for reinforced concrete school building considering seismic design
publisher	Blue Eyes Intelligence Engineering & Sciences Publication
publishDate	2019
url	http://umpir.ump.edu.my/id/eprint/26341/ http://umpir.ump.edu.my/id/eprint/26341/ http://umpir.ump.edu.my/id/eprint/26341/1/Increment%20of%20Steel%20Tonnage%20for%20Reinforced.pdf
first_indexed	2023-09-18T22:40:57Z
last_indexed	2023-09-18T22:40:57Z
_version_	1777416911044214784

Increment of Steel Tonnage for Reinforced Concrete School Building Considering Seismic Design

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