Cover Image

Literature study of building verticality monitoring analysis using GNSS and triaxial tiltmeter data integration

The vertical housing system is a solution for the urban population which continues to increase as time goes. By using high-rise buildings, the land used for housing will be more effective. However, high-rise buildings have their own problems, one of which is bending due to the load acting on the bui...

Full description

Saved in:
Bibliographic Details
Main Authors: Gunawan, Aditya Z. M., Saptari, Asep Y., Suhandri, Hendy F., Nasradeen A. Khalifa,, Khairul Nizam Mohd Yunus,
Format: Article
Language:English
Published: Penerbit Universiti Kebangsaan Malaysia 2021
Online Access:http://journalarticle.ukm.my/18946/1/15.pdf
http://journalarticle.ukm.my/18946/
https://www.ukm.my/jkukm/volume-334-2021/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my-ukm.journal.18946
record_format eprints
spelling my-ukm.journal.189462022-07-13T07:15:57Z http://journalarticle.ukm.my/18946/ Literature study of building verticality monitoring analysis using GNSS and triaxial tiltmeter data integration Gunawan, Aditya Z. M. Saptari, Asep Y. Suhandri, Hendy F. Nasradeen A. Khalifa, Khairul Nizam Mohd Yunus, The vertical housing system is a solution for the urban population which continues to increase as time goes. By using high-rise buildings, the land used for housing will be more effective. However, high-rise buildings have their own problems, one of which is bending due to the load acting on the building. One of the loads that causes bending in buildings is wind load. Bending will cause a major problem for the building’s endurance if the deviation exceeds the structural strength tolerance of the building, which will cause structural failure in the future. Therefore, it is necessary to periodically monitor the verticality of the building to detect this bending, both during and after constructions, to evaluate the performance and health of the building. The monitoring can be carried out using a variety of methods and equipment, one of which is particularly using the GNSS observation and triaxial tiltmeter measurement. GNSS measurement is used to detect the lateral displacement of the building, while the triaxial tiltmeter measurement is used to detect the deflection angle that is formed when the building is bending. To examine whether monitoring with GNSS and triaxial tiltmeter measurements can be used for practical purpose, this contribution delivers a simulation of wind load calculations to one high rise building in Bandung, Indonesia. This factor, in particular, is chosen to see the impact of bending on a building at high level floors. The wind load calculation refers to an Indonesian National Standard (SNI) 03-1727-2013, while the bending calculation will be carried out based on the beam deflection theory. Based on the simulation, it is found that the deflection that occurs at the highest level reaches 2.832 cm, and the largest deflection angle reaches 1.792”. Hypothetically, it can be stated that these values can be detected by the survey standard GNSS observation and the triaxial tiltmeter measurement since the accuracy of those two monitoring tools is smaller than the simulation results. In turn, the health and safety of the buildings being monitored can be determined, which leads to issuing of the building functionality certificate for the building insurance purpose. Penerbit Universiti Kebangsaan Malaysia 2021 Article PeerReviewed application/pdf en http://journalarticle.ukm.my/18946/1/15.pdf Gunawan, Aditya Z. M. and Saptari, Asep Y. and Suhandri, Hendy F. and Nasradeen A. Khalifa, and Khairul Nizam Mohd Yunus, (2021) Literature study of building verticality monitoring analysis using GNSS and triaxial tiltmeter data integration. Jurnal Kejuruteraan, 33 (4). pp. 927-934. ISSN 0128-0198 https://www.ukm.my/jkukm/volume-334-2021/
institution Universiti Kebangsaan Malaysia
building Tun Sri Lanang Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Kebangsaan Malaysia
content_source UKM Journal Article Repository
url_provider http://journalarticle.ukm.my/
language English
description The vertical housing system is a solution for the urban population which continues to increase as time goes. By using high-rise buildings, the land used for housing will be more effective. However, high-rise buildings have their own problems, one of which is bending due to the load acting on the building. One of the loads that causes bending in buildings is wind load. Bending will cause a major problem for the building’s endurance if the deviation exceeds the structural strength tolerance of the building, which will cause structural failure in the future. Therefore, it is necessary to periodically monitor the verticality of the building to detect this bending, both during and after constructions, to evaluate the performance and health of the building. The monitoring can be carried out using a variety of methods and equipment, one of which is particularly using the GNSS observation and triaxial tiltmeter measurement. GNSS measurement is used to detect the lateral displacement of the building, while the triaxial tiltmeter measurement is used to detect the deflection angle that is formed when the building is bending. To examine whether monitoring with GNSS and triaxial tiltmeter measurements can be used for practical purpose, this contribution delivers a simulation of wind load calculations to one high rise building in Bandung, Indonesia. This factor, in particular, is chosen to see the impact of bending on a building at high level floors. The wind load calculation refers to an Indonesian National Standard (SNI) 03-1727-2013, while the bending calculation will be carried out based on the beam deflection theory. Based on the simulation, it is found that the deflection that occurs at the highest level reaches 2.832 cm, and the largest deflection angle reaches 1.792”. Hypothetically, it can be stated that these values can be detected by the survey standard GNSS observation and the triaxial tiltmeter measurement since the accuracy of those two monitoring tools is smaller than the simulation results. In turn, the health and safety of the buildings being monitored can be determined, which leads to issuing of the building functionality certificate for the building insurance purpose.
format Article
author Gunawan, Aditya Z. M.
Saptari, Asep Y.
Suhandri, Hendy F.
Nasradeen A. Khalifa,
Khairul Nizam Mohd Yunus,
spellingShingle Gunawan, Aditya Z. M.
Saptari, Asep Y.
Suhandri, Hendy F.
Nasradeen A. Khalifa,
Khairul Nizam Mohd Yunus,
Literature study of building verticality monitoring analysis using GNSS and triaxial tiltmeter data integration
author_facet Gunawan, Aditya Z. M.
Saptari, Asep Y.
Suhandri, Hendy F.
Nasradeen A. Khalifa,
Khairul Nizam Mohd Yunus,
author_sort Gunawan, Aditya Z. M.
title Literature study of building verticality monitoring analysis using GNSS and triaxial tiltmeter data integration
title_short Literature study of building verticality monitoring analysis using GNSS and triaxial tiltmeter data integration
title_full Literature study of building verticality monitoring analysis using GNSS and triaxial tiltmeter data integration
title_fullStr Literature study of building verticality monitoring analysis using GNSS and triaxial tiltmeter data integration
title_full_unstemmed Literature study of building verticality monitoring analysis using GNSS and triaxial tiltmeter data integration
title_sort literature study of building verticality monitoring analysis using gnss and triaxial tiltmeter data integration
publisher Penerbit Universiti Kebangsaan Malaysia
publishDate 2021
url http://journalarticle.ukm.my/18946/1/15.pdf
http://journalarticle.ukm.my/18946/
https://www.ukm.my/jkukm/volume-334-2021/
_version_ 1738511369219604480
score 13.211869

Similar Items