AN INTEGRATED MONITORING SYSTEM THROUGH 3D LASER SCANNER AND TRADITIONAL INSTRUMENTS FOR LOAD TEST ON ARCH BRIDGE

AN INTEGRATED MONITORING SYSTEM THROUGH 3D LASER SCANNER AND TRADITIONAL INSTRUMENTS FOR LOAD TEST ON ARCH BRIDGE

The experimental campaign represents an example of how the careful design of the different test phases and the choice of the needed instrumentation are fundamental aspects to obtain a proper interpretation of the results, for future application on the real structures. Additionally, the present wor...

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Main Authors: D. Pera, I. Ferrando
Format: Article
Language:English
Published: Copernicus Publications 2017-05-01
Series:The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
Online Access:http://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XLII-5-W1/321/2017/isprs-archives-XLII-5-W1-321-2017.pdf
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spelling doaj-1a27bfd1dfb1472db52be311be8ff11a2020-11-25T00:17:03ZengCopernicus PublicationsThe International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences1682-17502194-90342017-05-01XLII-5-W132132810.5194/isprs-archives-XLII-5-W1-321-2017AN INTEGRATED MONITORING SYSTEM THROUGH 3D LASER SCANNER AND TRADITIONAL INSTRUMENTS FOR LOAD TEST ON ARCH BRIDGED. Pera0I. Ferrando1Department of Civil, Chemical and Environmental Engineering, University of Genoa, via Montallegro 1, 16145 Genoa, ItalyDepartment of Civil, Chemical and Environmental Engineering, University of Genoa, via Montallegro 1, 16145 Genoa, ItalyThe experimental campaign represents an example of how the careful design of the different test phases and the choice of the needed instrumentation are fundamental aspects to obtain a proper interpretation of the results, for future application on the real structures. Additionally, the present work represents a successful example of a combined monitoring system, integrating the traditional and innovative technical instrumentation for loading tests and geomatics survey techniques. The monitoring system has been designed with the aim of defining the load carrying capacity of a masonry arch bridge scaled model and to test the performances of a new retrofitting method. In particular, two different configuration have been considered: a first one with isolated arch and a second one with gravel fill on the arch.http://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XLII-5-W1/321/2017/isprs-archives-XLII-5-W1-321-2017.pdf
collection DOAJ
language English
format Article
sources DOAJ
author D. Pera
I. Ferrando
spellingShingle D. Pera
I. Ferrando
AN INTEGRATED MONITORING SYSTEM THROUGH 3D LASER SCANNER AND TRADITIONAL INSTRUMENTS FOR LOAD TEST ON ARCH BRIDGE
The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
author_facet D. Pera
I. Ferrando
author_sort D. Pera
title AN INTEGRATED MONITORING SYSTEM THROUGH 3D LASER SCANNER AND TRADITIONAL INSTRUMENTS FOR LOAD TEST ON ARCH BRIDGE
title_short AN INTEGRATED MONITORING SYSTEM THROUGH 3D LASER SCANNER AND TRADITIONAL INSTRUMENTS FOR LOAD TEST ON ARCH BRIDGE
title_full AN INTEGRATED MONITORING SYSTEM THROUGH 3D LASER SCANNER AND TRADITIONAL INSTRUMENTS FOR LOAD TEST ON ARCH BRIDGE
title_fullStr AN INTEGRATED MONITORING SYSTEM THROUGH 3D LASER SCANNER AND TRADITIONAL INSTRUMENTS FOR LOAD TEST ON ARCH BRIDGE
title_full_unstemmed AN INTEGRATED MONITORING SYSTEM THROUGH 3D LASER SCANNER AND TRADITIONAL INSTRUMENTS FOR LOAD TEST ON ARCH BRIDGE
title_sort integrated monitoring system through 3d laser scanner and traditional instruments for load test on arch bridge
publisher Copernicus Publications
series The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
issn 1682-1750
2194-9034
publishDate 2017-05-01
description The experimental campaign represents an example of how the careful design of the different test phases and the choice of the needed instrumentation are fundamental aspects to obtain a proper interpretation of the results, for future application on the real structures. Additionally, the present work represents a successful example of a combined monitoring system, integrating the traditional and innovative technical instrumentation for loading tests and geomatics survey techniques. The monitoring system has been designed with the aim of defining the load carrying capacity of a masonry arch bridge scaled model and to test the performances of a new retrofitting method. In particular, two different configuration have been considered: a first one with isolated arch and a second one with gravel fill on the arch.
url http://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XLII-5-W1/321/2017/isprs-archives-XLII-5-W1-321-2017.pdf
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