0
  • DE
  • EN
  • FR
  • Internationale Datenbank und Galerie für Ingenieurbauwerke

Anzeige

Finite Element Model Update of Cable Supported Bridges Using Large Scale Global Optimization Technique

 Finite Element Model Update of Cable Supported Bridges Using Large Scale Global Optimization Technique
Autor(en): ,
Beitrag für IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, veröffentlicht in , S. 2950-2957
DOI: 10.2749/vancouver.2017.2950
Preis: € 25,00 inkl. MwSt. als PDF-Dokument  
ZUM EINKAUFSWAGEN HINZUFÜGEN
Vorschau herunterladen (PDF-Datei) 0.23 MB

An effective optimization method is introduced for the finite element model update of cable- supported bridges. When typical model update methods are applied, there are some difficulties in solving...
Weiterlesen

Bibliografische Angaben

Autor(en): (Mokpo National University, Muan-gun, Korea)
(Seoul National University, Seoul, Korea)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Veröffentlicht in:
Seite(n): 2950-2957 Anzahl der Seiten (im PDF): 8
Seite(n): 2950-2957
Anzahl der Seiten (im PDF): 8
Jahr: 2017
DOI: 10.2749/vancouver.2017.2950
Abstrakt:

An effective optimization method is introduced for the finite element model update of cable- supported bridges. When typical model update methods are applied, there are some difficulties in solving the optimization problem such as local, pre-matured, non-satisfactory solutions due to the large number of updating parameters. Thus, in order to solve the minimization problem effectively, we adopt a large scale global optimization technique which can utilize several algorithms simultaneously. The proposed method is based on the Multiple Offspring Sampling (MOS) framework in which multiple optimization algorithms including genetic algorithms and particle swarm optimization are dynamically combined to produce the global optimal solution. The application example of an existing suspension bridge shows that the proposed method can be effective to update dynamic finite element models.

Stichwörter:
Hängebrücke