期刊
BAUTECHNIK
卷 -, 期 -, 页码 -出版社
ERNST & SOHN
DOI: 10.1002/bate.202300092
关键词
evaluation; existing structures; monitoring; railway bridges; recalculation; steel bridges
The structural condition and safety of the centennial Norderelbe railway bridge in Hamburg have been assessed and evaluated through non-destructive inspection methods and structural monitoring measures. The study reveals some isolated structural deficits and discusses the steps towards safe operation of the bridge, including structural repairs and continuous monitoring.
The structural condition of the centennial Norderelbe railway bridge in Hamburg and the structural safety have been assessed and evaluated. Various non-destructive inspection methods and extensive structural monitoring measures have been applied to aid the structural evaluation and recalculation, revealing some isolated structural deficits of selected members. The contribution describes the steps towards a safe operation of the structure until the prospective commissioning of a replacement bridge which imply the mentioned inspection and monitoring measures as well as structural repairs and the establishment of a continuous structural monitoring. The extensive structural monitoring revealed insights into the structural behaviour of the tied-arch bridge which are outlined as well.
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