Structural Assessment using identified Bending Stiffness
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Bibliographic Details
| Author(s): |
Roman Wendner
Alfred Strauss Simon Hoffmann Konrad Bergmeister |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008 | ||||
| Published in: | IABSE Congress Chicago 2008 | ||||
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| Page(s): | 100-101 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2008 | ||||
| DOI: | 10.2749/222137908796291958 | ||||
| Abstract: |
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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| Keywords: |
structural assessment reinforced concrete reliability index dynamics damage identification stiffness identification
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