Monitoring of Civil Engineering Structures using a State-of-the-art Image Assisted Total Station

2015 ◽  
Vol 9 (3) ◽  
Author(s):  
Matthias Ehrhart ◽  
Werner Lienhart

AbstractToday, many civil engineering structures are permanently monitored to provide early warnings from structural failure. Many of the currently used measurement sensors have the drawback that access to the monitored structure is required. Furthermore, different types of instrumentation are needed to measure vibrations and displacements. We therefore propose the usage of an image assisted total station (IATS) for vibration- and displacement monitoring. Compared to previously reported approaches using IATS prototypes, our system is based on a commercially available standard IATS. In laboratory investigations, we show that the used IATS can measure displacements with a precision of 0.1 mgon. In a field experiment at a lifesize footbridge we compare the IATS measurements to currently used accelerometer and total station measurements.

2016 ◽  
Vol 23 (4) ◽  
pp. 145-160 ◽  
Author(s):  
Jacek Sztubecki ◽  
Adam Bujarkiewicz ◽  
Małgorzata Sztubecka

Abstract The application of geodetic methods to examine structures consists in the determination of their displacements relative to an established geodetic reference datum or in the definition of the geometry of their individual components. Such examinations form a picture of changes happening between specific points in time. Modern measurement technologies used in geodetic engineering enable undertaking more and more challenging measurements with increasing accuracy. The purpose of this article is to present a measurement technique involving a Leica TDRA 6000 total station to measure displacements in engineering structures. The station features a direct drive technology to achieve an accuracy of 0.25 mm in 3-dimensional measurements. Supported by appropriate software, the unit makes a perfect instrument for the monitoring of civil engineering structures. The article presents the results of measurement of static and dynamic displacements in a few engineering structures. The measurements were carried out both in laboratory conditions and on actual, operated civil engineering structures.


1997 ◽  
Vol 6 (2) ◽  
pp. 096369359700600 ◽  
Author(s):  
E. Gutierrez ◽  
G. Verzeletti ◽  
C. Galiotis

The structural integrity of a monolithic beam-column joint manufactured from glass-fibre pre-pregs was assessed under shear and bending. It was found that the higher content of shear reinforcement in the quasi-isotropic specimen the higher the stiffness of the joint. The main structural failure mechanism was associated with inter-laminar fissures developing internally at the radial beam-to-column transition.


1983 ◽  
Vol 73 (4) ◽  
pp. 1139-1159
Author(s):  
P. N. Agrawal

abstract An earthquake of MS = 6.3 occurred on 20 January 1982 near the east coast of Great Nicobar Island (in the Bay of Bengal), India and caused great panic among the inhabitants. Ground Fissures and damage to civil engineering structures was also caused. A study comprised of the recording of aftershocks and their migration, the preparation of an isoseismal map, and the compilation of other damage data is presented. Some recommendations have been made to permit suitable safeguards in future development.


2014 ◽  
Vol 2014 ◽  
pp. 1-9 ◽  
Author(s):  
V. H. Nguyen ◽  
J. Mahowald ◽  
S. Maas ◽  
J.-C. Golinval

The aim of this paper is to apply both time- and frequency-domain-based approaches on real-life civil engineering structures and to assess their capability for damage detection. The methodology is based on Principal Component Analysis of the Hankel matrix built from output-only measurements and of Frequency Response Functions. Damage detection is performed using the concept of subspace angles between a current (possibly damaged state) and a reference (undamaged) state. The first structure is the Champangshiehl Bridge located in Luxembourg. Several damage levels were intentionally created by cutting a growing number of prestressed tendons and vibration data were acquired by the University of Luxembourg for each damaged state. The second example consists in reinforced and prestressed concrete panels. Successive damages were introduced in the panels by loading heavy weights and by cutting steel wires. The illustrations show different consequences in damage identification by the considered techniques.


2001 ◽  
Vol 2 (2) ◽  
pp. 63-71 ◽  
Author(s):  
Wim Moerman ◽  
Luc Taerwe ◽  
Wim De Waele ◽  
Joris Degrieck ◽  
Roel Baets

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