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On systematic approaches for interpreted information transfer of inspection data from bridge models to structural analysis

  • In conjunction with the improved methods of monitoring damage and degradation processes, the interest in reliability assessment of reinforced concrete bridges is increasing in recent years. Automated imagebased inspections of the structural surface provide valuable data to extract quantitative information about deteriorations, such as crack patterns. However, the knowledge gain results fromIn conjunction with the improved methods of monitoring damage and degradation processes, the interest in reliability assessment of reinforced concrete bridges is increasing in recent years. Automated imagebased inspections of the structural surface provide valuable data to extract quantitative information about deteriorations, such as crack patterns. However, the knowledge gain results from processing this information in a structural context, i.e. relating the damage artifacts to building components. This way, transformation to structural analysis is enabled. This approach sets two further requirements: availability of structural bridge information and a standardized storage for interoperability with subsequent analysis tools. Since the involved large datasets are only efficiently processed in an automated manner, the implementation of the complete workflow from damage and building data to structural analysis is targeted in this work. First, domain concepts are derived from the back-end tasks: structural analysis, damage modeling, and life-cycle assessment. The common interoperability format, the Industry Foundation Class (IFC), and processes in these domains are further assessed. The need for usercontrolled interpretation steps is identified and the developed prototype thus allows interaction at subsequent model stages. The latter has the advantage that interpretation steps can be individually separated into either a structural analysis or a damage information model or a combination of both. This approach to damage information processing from the perspective of structural analysis is then validated in different case studies.zeige mehrzeige weniger

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Metadaten
Dokumentart:Masterarbeit
Verfasserangaben:M.Sc Jan Fröhlich
DOI (Zitierlink):https://doi.org/10.25643/bauhaus-universitaet.4131Zitierlink
URN (Zitierlink):https://nbn-resolving.org/urn:nbn:de:gbv:wim2-20200416-41310Zitierlink
Gutachter:Prof. Dr.-Ing. Christian KochORCiDGND
Betreuer:Univ.-Prof. Dr. Dipl.-Ing. Guido MorgenthalORCiDGND
Sprache:Englisch
Datum der Veröffentlichung (online):15.04.2020
Datum der Erstveröffentlichung:15.04.2020
Datum der Abschlussprüfung:27.02.2020
Datum der Freischaltung:16.04.2020
Veröffentlichende Institution:Bauhaus-Universität Weimar
Titel verleihende Institution:Bauhaus-Universität Weimar, Fakultät Medien
Institute und Partnereinrichtugen:Fakultät Bauingenieurwesen / Professur Modellierung und Simulation - Konstruktion
Seitenzahl:82
Freies Schlagwort / Tag:BIM; IFC; bridge inspection; damage information model; structural analysis
GND-Schlagwort:Brückenbau; Strukturanalyse; Schadensanalyse; BIM; IFC
DDC-Klassifikation:000 Informatik, Informationswissenschaft, allgemeine Werke
BKL-Klassifikation:54 Informatik
56 Bauwesen
Lizenz (Deutsch):License Logo Creative Commons 4.0 - Namensnennung-Keine kommerzielle Nutzung-Weitergabe unter gleichen Bedingungen (CC BY-NC-SA 4.0)