STUDI LITERATUR ANALISIS KETEGAKAN BANGUNAN DENGAN CARA INTEGRASI DATA GNSS DAN TRIAXIAL TILTMETER

The vertical housing system is a solution for the urban population growth. Developing high-rise building program at urban area for residential purpose will significantly reduce the problem of land parcel demand. However, high-rise buildings have their own problems, one of which is the structural ben...

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Main Author: Zufar Mahendra Gunawan, Aditya
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/51748
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:51748
spelling id-itb.:517482020-09-30T13:26:32ZSTUDI LITERATUR ANALISIS KETEGAKAN BANGUNAN DENGAN CARA INTEGRASI DATA GNSS DAN TRIAXIAL TILTMETER Zufar Mahendra Gunawan, Aditya Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/51748 The vertical housing system is a solution for the urban population growth. Developing high-rise building program at urban area for residential purpose will significantly reduce the problem of land parcel demand. However, high-rise buildings have their own problems, one of which is the structural bending due to the load acting on the building. One major factor that causes bending in buildings is wind load. It becomes a problem when the bending exceeds the structural strength tolerance of the building, which leads to structural failure. Therefore it is necessary to monitor the verticality of building to evaluate the performance and health of the building, during construction stages. Verticality monitoring can be done using GNSS observations, and a triaxial tiltmeter. GNSS observation is used to detect the lateral displacement of the building, while the triaxial tiltmeter is used to detect the deflection angle that is formed when the building is bent. To see whether the monitoring with GNSS observations and triaxial tiltmeter can deliver reliable result. A simulation of structural bending on one of the buildings in Bandung, Indonesia, is carried out, assuming only wind loads work on the building, with a stable soil conditions. Wind load calculation refers to SNI 03-1727-2013. The simulation of bending calculations is carried out based on the beam bending theory. From the simulation results, it was found that the deflection that occurred at the highest level (76.68 m) reached 2.832 cm, and the largest deflection angle reached 1.792 arcseconds. It can be concluded that these values can be detected by GNSS observations, and the triaxial tiltmeter. Because the accuracy of the two tools is smaller than the simulation result value. Taking this monitoring into account, the performance and health of the buildings can be determined, and then an SLF (Building Fitness Certificate) and building insurance can be issued. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description The vertical housing system is a solution for the urban population growth. Developing high-rise building program at urban area for residential purpose will significantly reduce the problem of land parcel demand. However, high-rise buildings have their own problems, one of which is the structural bending due to the load acting on the building. One major factor that causes bending in buildings is wind load. It becomes a problem when the bending exceeds the structural strength tolerance of the building, which leads to structural failure. Therefore it is necessary to monitor the verticality of building to evaluate the performance and health of the building, during construction stages. Verticality monitoring can be done using GNSS observations, and a triaxial tiltmeter. GNSS observation is used to detect the lateral displacement of the building, while the triaxial tiltmeter is used to detect the deflection angle that is formed when the building is bent. To see whether the monitoring with GNSS observations and triaxial tiltmeter can deliver reliable result. A simulation of structural bending on one of the buildings in Bandung, Indonesia, is carried out, assuming only wind loads work on the building, with a stable soil conditions. Wind load calculation refers to SNI 03-1727-2013. The simulation of bending calculations is carried out based on the beam bending theory. From the simulation results, it was found that the deflection that occurred at the highest level (76.68 m) reached 2.832 cm, and the largest deflection angle reached 1.792 arcseconds. It can be concluded that these values can be detected by GNSS observations, and the triaxial tiltmeter. Because the accuracy of the two tools is smaller than the simulation result value. Taking this monitoring into account, the performance and health of the buildings can be determined, and then an SLF (Building Fitness Certificate) and building insurance can be issued.
format Final Project
author Zufar Mahendra Gunawan, Aditya
spellingShingle Zufar Mahendra Gunawan, Aditya
STUDI LITERATUR ANALISIS KETEGAKAN BANGUNAN DENGAN CARA INTEGRASI DATA GNSS DAN TRIAXIAL TILTMETER
author_facet Zufar Mahendra Gunawan, Aditya
author_sort Zufar Mahendra Gunawan, Aditya
title STUDI LITERATUR ANALISIS KETEGAKAN BANGUNAN DENGAN CARA INTEGRASI DATA GNSS DAN TRIAXIAL TILTMETER
title_short STUDI LITERATUR ANALISIS KETEGAKAN BANGUNAN DENGAN CARA INTEGRASI DATA GNSS DAN TRIAXIAL TILTMETER
title_full STUDI LITERATUR ANALISIS KETEGAKAN BANGUNAN DENGAN CARA INTEGRASI DATA GNSS DAN TRIAXIAL TILTMETER
title_fullStr STUDI LITERATUR ANALISIS KETEGAKAN BANGUNAN DENGAN CARA INTEGRASI DATA GNSS DAN TRIAXIAL TILTMETER
title_full_unstemmed STUDI LITERATUR ANALISIS KETEGAKAN BANGUNAN DENGAN CARA INTEGRASI DATA GNSS DAN TRIAXIAL TILTMETER
title_sort studi literatur analisis ketegakan bangunan dengan cara integrasi data gnss dan triaxial tiltmeter
url https://digilib.itb.ac.id/gdl/view/51748
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