A preliminary study of seismic risk assessment shortly after the Banjarnegara Indonesia earthquake on 2018

This paper presents a preliminary study of seismic risk assessment in Kertosari village, Kalibening Subdistrict, Banjarnegara District, after the earthquake incident on 18th April 2018. The study was based on Hazard US (HAZUS) with Damage Probability Matrix to estimate losses of damage state with mo...

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Main Authors: Bawono, A. s., Mohamad Idris, Ali, Noram Irwan, Ramli
Format: Conference or Workshop Item
Language:English
English
Published: IOP Publishing 2019
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/23393/
http://umpir.ump.edu.my/id/eprint/23393/
http://umpir.ump.edu.my/id/eprint/23393/1/A%20preliminary%20study%20of%20seismic%20risk%20assessment%20shortly%20after%20the%20Banjarnegara%20Indonesia%20earthquake%20on%202018.pdf
http://umpir.ump.edu.my/id/eprint/23393/7/7%20A%20preliminary%20study%20of%20seismic%20risk%20assessment%20shortly.pdf
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spelling ump-233932019-03-18T01:33:25Z http://umpir.ump.edu.my/id/eprint/23393/ A preliminary study of seismic risk assessment shortly after the Banjarnegara Indonesia earthquake on 2018 Bawono, A. s. Mohamad Idris, Ali Noram Irwan, Ramli TA Engineering (General). Civil engineering (General) This paper presents a preliminary study of seismic risk assessment in Kertosari village, Kalibening Subdistrict, Banjarnegara District, after the earthquake incident on 18th April 2018. The study was based on Hazard US (HAZUS) with Damage Probability Matrix to estimate losses of damage state with model building type (Reinforced Concrete Moment Resisting Frames-Low Height (C1L), Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms-Low Height (RM1L) and Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms (RM2L)). From the results, the probability calculation of damage in Kertosari Villages, moderate damaged category is the most. Other damage categories are slight, extensive, complete and none. Meanwhile, based on site preliminary survey and data from Banjarnegara Municipal Disaster Management Authority [1] which has updated on 20th April 2018 in Kertosari village, complete damaged category is the most. Therefore, it is necessary an expert's judgment to refine building type model and the criteria of damage state for compatible Indonesian building. IOP Publishing 2019 Conference or Workshop Item PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/23393/1/A%20preliminary%20study%20of%20seismic%20risk%20assessment%20shortly%20after%20the%20Banjarnegara%20Indonesia%20earthquake%20on%202018.pdf pdf en cc_by http://umpir.ump.edu.my/id/eprint/23393/7/7%20A%20preliminary%20study%20of%20seismic%20risk%20assessment%20shortly.pdf Bawono, A. s. and Mohamad Idris, Ali and Noram Irwan, Ramli (2019) A preliminary study of seismic risk assessment shortly after the Banjarnegara Indonesia earthquake on 2018. In: IOP Conference Series: Earth and Environmental Science, National Colloquium on Wind and Earthquake Engineering, 17-18 August 2018 , Kuantan, Pahang, Malaysia. pp. 1-9., 244 (012003). ISSN 1755-1315 https://doi.org/10.1088/1755-1315/244/1/012003
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Bawono, A. s.
Mohamad Idris, Ali
Noram Irwan, Ramli
A preliminary study of seismic risk assessment shortly after the Banjarnegara Indonesia earthquake on 2018
description This paper presents a preliminary study of seismic risk assessment in Kertosari village, Kalibening Subdistrict, Banjarnegara District, after the earthquake incident on 18th April 2018. The study was based on Hazard US (HAZUS) with Damage Probability Matrix to estimate losses of damage state with model building type (Reinforced Concrete Moment Resisting Frames-Low Height (C1L), Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms-Low Height (RM1L) and Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms (RM2L)). From the results, the probability calculation of damage in Kertosari Villages, moderate damaged category is the most. Other damage categories are slight, extensive, complete and none. Meanwhile, based on site preliminary survey and data from Banjarnegara Municipal Disaster Management Authority [1] which has updated on 20th April 2018 in Kertosari village, complete damaged category is the most. Therefore, it is necessary an expert's judgment to refine building type model and the criteria of damage state for compatible Indonesian building.
format Conference or Workshop Item
author Bawono, A. s.
Mohamad Idris, Ali
Noram Irwan, Ramli
author_facet Bawono, A. s.
Mohamad Idris, Ali
Noram Irwan, Ramli
author_sort Bawono, A. s.
title A preliminary study of seismic risk assessment shortly after the Banjarnegara Indonesia earthquake on 2018
title_short A preliminary study of seismic risk assessment shortly after the Banjarnegara Indonesia earthquake on 2018
title_full A preliminary study of seismic risk assessment shortly after the Banjarnegara Indonesia earthquake on 2018
title_fullStr A preliminary study of seismic risk assessment shortly after the Banjarnegara Indonesia earthquake on 2018
title_full_unstemmed A preliminary study of seismic risk assessment shortly after the Banjarnegara Indonesia earthquake on 2018
title_sort preliminary study of seismic risk assessment shortly after the banjarnegara indonesia earthquake on 2018
publisher IOP Publishing
publishDate 2019
url http://umpir.ump.edu.my/id/eprint/23393/
http://umpir.ump.edu.my/id/eprint/23393/
http://umpir.ump.edu.my/id/eprint/23393/1/A%20preliminary%20study%20of%20seismic%20risk%20assessment%20shortly%20after%20the%20Banjarnegara%20Indonesia%20earthquake%20on%202018.pdf
http://umpir.ump.edu.my/id/eprint/23393/7/7%20A%20preliminary%20study%20of%20seismic%20risk%20assessment%20shortly.pdf
first_indexed 2023-09-18T22:34:59Z
last_indexed 2023-09-18T22:34:59Z
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