Realistic traffic-data based load models for existing road bridges
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Bibliographic Details
Author(s): |
Marcel Nowak
(Technical University of Munich, Chair of Concrete and Masonry Structures, Munich, Germany)
Oliver Fischer (Technical University of Munich, Chair of Concrete and Masonry Structures, Munich, Germany) |
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Medium: | conference paper | ||||
Language(s): | English | ||||
Conference: | IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016 | ||||
Published in: | IABSE Congress Stockholm, 2016 | ||||
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Page(s): | 246-255 | ||||
Total no. of pages: | 10 | ||||
Year: | 2016 | ||||
DOI: | 10.2749/stockholm.2016.0239 | ||||
Abstract: |
In the context of an increased importance of reassessment of existing bridge structures and the resulting need for more realistic and precise descriptions of traffic load impact on bridges, a research project has been initiated, aiming for development of site-specific traffic load models and evaluation of their potential when applied within the scope of reassessment. The object of investigation is the federal highway BAB A92 in Bavaria, Germany. Based on large sets of recorded traffic data provided from permanent measurement stations, extensive numerical traffic simulations are performed. By evaluation of the structural response for selected bridge systems due to this simulated traffic and subsequent statistical extrapolation to extreme load effects, characteristic values of traffic load effects with defined return periods in accordance with requirements from the Eurocode are obtained, serving as base for calibration of site-specific load models. |
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Keywords: |
bridge load model traffic traffic simulation reassessment extreme load effect
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