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Structural Assessment using identified Bending Stiffness

 Structural Assessment using identified Bending Stiffness
Autor(en): , , ,
Beitrag für 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008, veröffentlicht in , S. 100-101
DOI: 10.2749/222137908796291958
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All Engineering structures are subjected to time dependent degradation processes. In order to allow a cost effective maintenance planning, it is necessary first to determine a structure’s condition...
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Autor(en):



Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008
Veröffentlicht in:
Seite(n): 100-101 Anzahl der Seiten (im PDF): 8
Seite(n): 100-101
Anzahl der Seiten (im PDF): 8
Jahr: 2008
DOI: 10.2749/222137908796291958
Abstrakt:

All Engineering structures are subjected to time dependent degradation processes. In order to allow a cost effective maintenance planning, it is necessary first to determine a structure’s condition and reliability profile respectively and second to extrapolate the acquired assessment indices into the future. Based on this information maintenance planning then can be optimized. This contribution will deal with a practically feasible approach to the assessment of existing structures based on different methods for the determination of the ‘real’ bending stiffness distribution.

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