Field and Laboratory Investigation of a 60-Year-Old Precast Prestressed Concrete Building in Japan

In Japan, the application of the prestressed concrete (PC) system has become quite popular, especially in bridge and building constructions. Since it was first introduced in the early 1950s, the number of buildings using the PC system has substantially increased. However, following a certain period...

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Published in:International Journal of Sustainable Construction Engineering and Technology
Main Author: Kamaruddin N.; Raouffard M.M.; Nishiyama M.
Format: Article
Language:English
Published: Penerbit UTHM 2023
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85185284815&doi=10.30880%2fijscet.2023.14.05.015&partnerID=40&md5=6beec3d292d4e5eeac59605889206edb
id 2-s2.0-85185284815
spelling 2-s2.0-85185284815
Kamaruddin N.; Raouffard M.M.; Nishiyama M.
Field and Laboratory Investigation of a 60-Year-Old Precast Prestressed Concrete Building in Japan
2023
International Journal of Sustainable Construction Engineering and Technology
14
5
10.30880/ijscet.2023.14.05.015
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85185284815&doi=10.30880%2fijscet.2023.14.05.015&partnerID=40&md5=6beec3d292d4e5eeac59605889206edb
In Japan, the application of the prestressed concrete (PC) system has become quite popular, especially in bridge and building constructions. Since it was first introduced in the early 1950s, the number of buildings using the PC system has substantially increased. However, following a certain period in the service life of the PC system, the serviceability of such structures especially following an earthquake has become a primary concern, especially when exposed to severe corrosion-prone environments. In this research, the City Hall building of Nandan Town, Awaji Island in Japan, was chosen to investigate the influence of corrosion on the durability of the building structure, which was initially constructed in 1957 as the first building that used PC members for beams. This paper describes the building and results of the field crack inspection and corrosion test results on concrete core samples from the building. Accordingly, the study found that the building had material deteriorations due to its corrosive surrounding environment and severe damage on the concrete cover of the PC anchorage. © 2023 UTHM Publisher. All rights reserved.
Penerbit UTHM
21803242
English
Article
All Open Access; Gold Open Access
author Kamaruddin N.; Raouffard M.M.; Nishiyama M.
spellingShingle Kamaruddin N.; Raouffard M.M.; Nishiyama M.
Field and Laboratory Investigation of a 60-Year-Old Precast Prestressed Concrete Building in Japan
author_facet Kamaruddin N.; Raouffard M.M.; Nishiyama M.
author_sort Kamaruddin N.; Raouffard M.M.; Nishiyama M.
title Field and Laboratory Investigation of a 60-Year-Old Precast Prestressed Concrete Building in Japan
title_short Field and Laboratory Investigation of a 60-Year-Old Precast Prestressed Concrete Building in Japan
title_full Field and Laboratory Investigation of a 60-Year-Old Precast Prestressed Concrete Building in Japan
title_fullStr Field and Laboratory Investigation of a 60-Year-Old Precast Prestressed Concrete Building in Japan
title_full_unstemmed Field and Laboratory Investigation of a 60-Year-Old Precast Prestressed Concrete Building in Japan
title_sort Field and Laboratory Investigation of a 60-Year-Old Precast Prestressed Concrete Building in Japan
publishDate 2023
container_title International Journal of Sustainable Construction Engineering and Technology
container_volume 14
container_issue 5
doi_str_mv 10.30880/ijscet.2023.14.05.015
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85185284815&doi=10.30880%2fijscet.2023.14.05.015&partnerID=40&md5=6beec3d292d4e5eeac59605889206edb
description In Japan, the application of the prestressed concrete (PC) system has become quite popular, especially in bridge and building constructions. Since it was first introduced in the early 1950s, the number of buildings using the PC system has substantially increased. However, following a certain period in the service life of the PC system, the serviceability of such structures especially following an earthquake has become a primary concern, especially when exposed to severe corrosion-prone environments. In this research, the City Hall building of Nandan Town, Awaji Island in Japan, was chosen to investigate the influence of corrosion on the durability of the building structure, which was initially constructed in 1957 as the first building that used PC members for beams. This paper describes the building and results of the field crack inspection and corrosion test results on concrete core samples from the building. Accordingly, the study found that the building had material deteriorations due to its corrosive surrounding environment and severe damage on the concrete cover of the PC anchorage. © 2023 UTHM Publisher. All rights reserved.
publisher Penerbit UTHM
issn 21803242
language English
format Article
accesstype All Open Access; Gold Open Access
record_format scopus
collection Scopus
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