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Structural Assessment using identified Bending Stiffness

Structural Assessment using identified Bending Stiffness
Auteur(s): , , ,
Présenté pendant 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008, publié dans , pp. 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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Détails bibliographiques

Auteur(s):



Médium: papier de conférence
Langue(s): anglais
Conférence: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008
Publié dans:
Page(s): 100-101 Nombre total de pages (du PDF): 8
Page(s): 100-101
Nombre total de pages (du PDF): 8
Année: 2008
DOI: 10.2749/222137908796291958
Abstrait:

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.