Structural damage identification of the highway bridge Z24 by FE model updating

By A. Teughels, Guido De Roeck. 2004

348 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/f52e02fbeb54fe018db89a3a2b23cc983414197e

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Michael I. Friswell
2. Sondipon Adhikari
3. Edwin Reynders
4. Guido De Roeck
5. Pelin Gundes Bakir
6. Geert Lombaert
7. Michael Döhler
8. Laurent Mevel

In Mechanical Engineering

1. Michael I. Friswell
2. Sondipon Adhikari
3. Edwin Reynders
4. Pelin Gundes Bakir
5. Guido De Roeck
6. Alper Erturk

Citations in the corpus

• An improved finite element model updating method by the global optimization technique 'Coupled Local Minimizers' (2008, methodology): “Most studies in literature make use of an analytical model (e.g., finite element (FE) model) of the structure [10] [11] [12] [13] [14].”
• Damage identification using inverse methods (2007, methodology): “The procedure was illustrated on a reinforced concrete beam and on a highway bridge (Teughels and Roeck, 2004).”
• Distributed parameter model updating using the Karhunen–Loève expansion (2010, positive): “[16,17] parameterized distributed damage in concrete beams and highway bridges using damage functions to determine the spatial bending stiffness distribution.”