SHM system vs. FEM model – comparison between measured and calculated data of a cable-stayed bridge
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Bibliographic Details
| Author(s): |
Jan Biliszczuk
(Wrocław University of Science and Technology, Faculty of Civil Engineering, Wrocław, Poland)
Paweł Hawryszków
(Wrocław University of Science and Technology, Faculty of Civil Engineering, Wrocław, Poland)
Marco Teichgraeber (Wrocław University of Science and Technology, Faculty of Civil Engineering, Wrocław, Poland) |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Towards a Resilient Built Environment Risk and Asset Management, Guimarães, Portugal, 27-29 March 2019 | ||||
| Published in: | IABSE Symposium Guimarães 2019 | ||||
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| Page(s): | 1512-1519 | ||||
| Total no. of pages: | 8 | ||||
| DOI: | 10.2749/guimaraes.2019.1512 | ||||
| Abstract: |
The Rędziński Bridge in Wrocław is the biggest Polish concrete cable-stayed bridge. It is equipped in a large Structural Health Monitoring system which has been collecting the measured data since the bridge opening – from the year 2011. After 7 years [2] a comparison between the measured data and the FEM calculations is presented in this paper. |
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| Keywords: |
bridge cable-stayed bridge concrete bridge structural health monitoring FEM analysis SHM
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