Nonstructural Damages of Reinforced Concrete Buildings Due to 2015 Ranau Earthquake

On 15th June 2016 a moderate earthquake with magnitude Mw5.9 was occurred in Sabah, Malaysia. Specifically, the epicentre was located at 16 km northwest of Ranau. Less than two days after the first event, a reconnaissance mission took action to investigate the damages on buildings. Since the reinfor...

Full description

Bibliographic Details
Main Authors: M. I., Adiyanto, Majid, Taksiah A., Fadzli, Mohamed Nazri
Format: Conference or Workshop Item
Language:English
English
Published: AIP Publishing 2017
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/18748/
http://umpir.ump.edu.my/id/eprint/18748/
http://umpir.ump.edu.my/id/eprint/18748/1/Nonstructural%20Damages%20of%20Reinforced%20Concrete%20Buildings%20Due%20to%202015%20Ranau%20Earthquake.pdf
http://umpir.ump.edu.my/id/eprint/18748/7/fkasa-2017-irwan-Nonstructural%20Damages%20of%20Reinforced%20Concrete%20Buildings1.pdf
id ump-18748
recordtype eprints
spelling ump-187482018-05-18T06:57:15Z http://umpir.ump.edu.my/id/eprint/18748/ Nonstructural Damages of Reinforced Concrete Buildings Due to 2015 Ranau Earthquake M. I., Adiyanto Majid, Taksiah A. Fadzli, Mohamed Nazri T Technology (General) On 15th June 2016 a moderate earthquake with magnitude Mw5.9 was occurred in Sabah, Malaysia. Specifically, the epicentre was located at 16 km northwest of Ranau. Less than two days after the first event, a reconnaissance mission took action to investigate the damages on buildings. Since the reinforced concrete buildings in Ranau were designed based on gravity and wind load only, a lot of minor to severe damages was occurred. This paper presents the damages on the nonstructural elements of reinforced concrete buildings due to Ranau earthquake. The assessment was conducted via in-situ field investigation covering the visual observation, taking photo, and interview with local resident. Based on in-situ field investigation, there was a lot of damages occurred on the nonstructural elements like the brick walls. Such damages cannot be neglected since it can cause injury and fatality to the victims. Therefore, it can be concluded that the installation of nonstructural elements should be reviewed for the sake of safety. AIP Publishing 2017 Conference or Workshop Item PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/18748/1/Nonstructural%20Damages%20of%20Reinforced%20Concrete%20Buildings%20Due%20to%202015%20Ranau%20Earthquake.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/18748/7/fkasa-2017-irwan-Nonstructural%20Damages%20of%20Reinforced%20Concrete%20Buildings1.pdf M. I., Adiyanto and Majid, Taksiah A. and Fadzli, Mohamed Nazri (2017) Nonstructural Damages of Reinforced Concrete Buildings Due to 2015 Ranau Earthquake. In: AIP Conference Proceedings: Proceeding of the 3rd International Conference of Global Network for Innovative Technology 2016 (3rd IGNITE-2016), 27-29 January 2016 , Penang, Malaysia. pp. 1-6., 1865 (090002). ISBN 978-0-7354-1545-4 https://doi.org/10.1063/1.4993403
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
English
topic T Technology (General)
spellingShingle T Technology (General)
M. I., Adiyanto
Majid, Taksiah A.
Fadzli, Mohamed Nazri
Nonstructural Damages of Reinforced Concrete Buildings Due to 2015 Ranau Earthquake
description On 15th June 2016 a moderate earthquake with magnitude Mw5.9 was occurred in Sabah, Malaysia. Specifically, the epicentre was located at 16 km northwest of Ranau. Less than two days after the first event, a reconnaissance mission took action to investigate the damages on buildings. Since the reinforced concrete buildings in Ranau were designed based on gravity and wind load only, a lot of minor to severe damages was occurred. This paper presents the damages on the nonstructural elements of reinforced concrete buildings due to Ranau earthquake. The assessment was conducted via in-situ field investigation covering the visual observation, taking photo, and interview with local resident. Based on in-situ field investigation, there was a lot of damages occurred on the nonstructural elements like the brick walls. Such damages cannot be neglected since it can cause injury and fatality to the victims. Therefore, it can be concluded that the installation of nonstructural elements should be reviewed for the sake of safety.
format Conference or Workshop Item
author M. I., Adiyanto
Majid, Taksiah A.
Fadzli, Mohamed Nazri
author_facet M. I., Adiyanto
Majid, Taksiah A.
Fadzli, Mohamed Nazri
author_sort M. I., Adiyanto
title Nonstructural Damages of Reinforced Concrete Buildings Due to 2015 Ranau Earthquake
title_short Nonstructural Damages of Reinforced Concrete Buildings Due to 2015 Ranau Earthquake
title_full Nonstructural Damages of Reinforced Concrete Buildings Due to 2015 Ranau Earthquake
title_fullStr Nonstructural Damages of Reinforced Concrete Buildings Due to 2015 Ranau Earthquake
title_full_unstemmed Nonstructural Damages of Reinforced Concrete Buildings Due to 2015 Ranau Earthquake
title_sort nonstructural damages of reinforced concrete buildings due to 2015 ranau earthquake
publisher AIP Publishing
publishDate 2017
url http://umpir.ump.edu.my/id/eprint/18748/
http://umpir.ump.edu.my/id/eprint/18748/
http://umpir.ump.edu.my/id/eprint/18748/1/Nonstructural%20Damages%20of%20Reinforced%20Concrete%20Buildings%20Due%20to%202015%20Ranau%20Earthquake.pdf
http://umpir.ump.edu.my/id/eprint/18748/7/fkasa-2017-irwan-Nonstructural%20Damages%20of%20Reinforced%20Concrete%20Buildings1.pdf
first_indexed 2023-09-18T22:26:44Z
last_indexed 2023-09-18T22:26:44Z
_version_ 1777416016150659072