Details
| Titel in Übersetzung | Monitoring of large buildings at the interface among geodesy, civil engineering and mechanical engineering, using the example of the ship lift in Lüneburg |
|---|---|
| Originalsprache | Deutsch |
| Seiten (von - bis) | 306-316 |
| Seitenumfang | 11 |
| Fachzeitschrift | ZFV - Zeitschrift fur Geodasie, Geoinformation und Landmanagement |
| Jahrgang | 141 |
| Ausgabenummer | 5 |
| Publikationsstatus | Veröffentlicht - 2016 |
Abstract
This article is about a comprehensive approach on structural monitoring of large buildings using the example of the ship-lift facility (SHW) in Luneburg. In this project traditional geodetic surveying technologies as well as highly precise techniques known from mechanical engineering hove been used. In case of the SHW Luneburg the solid building part was surveyed by extensometers, inclinometers, precise plumbing and automated measuring systems in parallel. In addition to this, laser trackers have been used to measure changes regarding the drives. Besides the measurement the comprehensive modelling of the deformation behavior of the solid building and the mechanical parts of the facility was a major scope of the project. The deformations of the whole building were afterwards being described based on this model. Additionally, the remaining tolerances were derived for the drives of the liftable troy.
ASJC Scopus Sachgebiete
- Erdkunde und Planetologie (insg.)
- Allgemeine Erdkunde und Planetologie
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in: ZFV - Zeitschrift fur Geodasie, Geoinformation und Landmanagement, Jahrgang 141, Nr. 5, 2016, S. 306-316.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Monitoring von Großbauwerken an der Schnittstelle zwischen Geodasie, Bauingenieurwesen und Maschinenbau am Beispiel des Schiffshebewerkes Ltineburg
AU - Hesse, Christian
AU - Neumann, Ingo
AU - Wodniok, Janetta
AU - Lippmann, Gerd
PY - 2016
Y1 - 2016
N2 - This article is about a comprehensive approach on structural monitoring of large buildings using the example of the ship-lift facility (SHW) in Luneburg. In this project traditional geodetic surveying technologies as well as highly precise techniques known from mechanical engineering hove been used. In case of the SHW Luneburg the solid building part was surveyed by extensometers, inclinometers, precise plumbing and automated measuring systems in parallel. In addition to this, laser trackers have been used to measure changes regarding the drives. Besides the measurement the comprehensive modelling of the deformation behavior of the solid building and the mechanical parts of the facility was a major scope of the project. The deformations of the whole building were afterwards being described based on this model. Additionally, the remaining tolerances were derived for the drives of the liftable troy.
AB - This article is about a comprehensive approach on structural monitoring of large buildings using the example of the ship-lift facility (SHW) in Luneburg. In this project traditional geodetic surveying technologies as well as highly precise techniques known from mechanical engineering hove been used. In case of the SHW Luneburg the solid building part was surveyed by extensometers, inclinometers, precise plumbing and automated measuring systems in parallel. In addition to this, laser trackers have been used to measure changes regarding the drives. Besides the measurement the comprehensive modelling of the deformation behavior of the solid building and the mechanical parts of the facility was a major scope of the project. The deformations of the whole building were afterwards being described based on this model. Additionally, the remaining tolerances were derived for the drives of the liftable troy.
UR - http://www.scopus.com/inward/record.url?scp=84994474434&partnerID=8YFLogxK
U2 - 10.12902/zfv-0133-2016
DO - 10.12902/zfv-0133-2016
M3 - Artikel
AN - SCOPUS:84994474434
VL - 141
SP - 306
EP - 316
JO - ZFV - Zeitschrift fur Geodasie, Geoinformation und Landmanagement
JF - ZFV - Zeitschrift fur Geodasie, Geoinformation und Landmanagement
SN - 1618-8950
IS - 5
ER -