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- 01GJGFTYKG6DAFBZ7VJX7XSZY9 classification C1.
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 date "2021".
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 language "eng".
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 type conference.
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 hasPart 01GJJ0X8YB8TMV05RZBFZPX4HW.pdf.
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 hasPart urn:uuid:b8ce364f-9259-44de-b1a2-8b4f21e50652.
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 subject "Technology and Engineering".
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 doi "10.2749/christchurch.2021.0350".
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 isbn "9781713826019".
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 isbn "9783857481703".
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 presentedAt urn:uuid:6df4add6-61c6-47b7-ac42-0cb9f581dfb7.
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 volume "20".
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 abstract "Existing concrete bridges can show signs of deterioration, e.g. due to corrosion, in which case the question arises whether these bridges still have an acceptable safety level. To obtain additional information about the state of the structure, different types of information can be gathered. However, the measurements performed are often not used directly to update the estimate of the corrosion degree of the bridge and the resulting information from different measurement types is not combined. In this contribution, it is investigated how parameters of the service life models for concrete girders subjected to chloride-induced corrosion can be updated based on heterogeneous measurement data, with the focus on modal measurements and strain measurements. The posterior distributions of these parameters are generated based on Bayesian updating. These updated distributions can be used to get a more accurate estimate of the real deterioration state of the bridge. Based on this, the failure probability of the bridge and its remaining service life can be estimated more accurately.".
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 author 107D1F9A-F0EE-11E1-A9DE-61C894A0A6B4.
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 author 5AE2879C-0208-11E3-BADE-15C210BDE39D.
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 author F8467408-F0ED-11E1-A9DE-61C894A0A6B4.
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 author urn:uuid:a025474c-c873-4bb2-9b10-5f09b2a732d5.
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 dateCreated "2022-11-22T20:17:57Z".
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 dateModified "2024-10-29T17:55:36Z".
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 editor urn:uuid:a58b0d5a-3511-40a2-8e78-451f99fc36cc.
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 name "Using heterogeneous measurement data to update the corrosion degree in bridge girders".
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 pagination urn:uuid:757b7ca0-91c5-4dac-b1a6-9a3e96404532.
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 publisher urn:uuid:f3bbd24c-de6a-4414-9c5e-ea717dd18af8.
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 sameAs LU-01GJGFTYKG6DAFBZ7VJX7XSZY9.
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 sourceOrganization urn:uuid:41b6cd59-5e96-4a7f-8318-faa31855a64b.
- 01GJGFTYKG6DAFBZ7VJX7XSZY9 type C1.