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

Anzeige

Application of Rough Set Theory to Rule‐type Knowledge Discovery from Field Inspection Data on Highway Bridges

 Application of Rough Set Theory to Rule‐type Knowledge Discovery from Field Inspection Data on Highway Bridges
Autor(en):
Beitrag für IABSE Workshop: Ignorance, Uncertainty, and Human Errors in Structural Engineering, Helsinki, Finland, 15-16 February 2017, veröffentlicht in , S. 32-42
DOI: 10.2749/helsinki.2017.032
Preis: € 25,00 inkl. MwSt. als PDF-Dokument  
ZUM EINKAUFSWAGEN HINZUFÜGEN
Vorschau herunterladen (PDF-Datei) 0.85 MB
This paper describes an acquisitive method of rule‐type knowledge from the field inspection data on highway bridges. The proposed method is enhanced by introducing an improvement to a traditional da...
Weiterlesen

Bibliografische Angaben

Autor(en): (Swiss Federal Institute of Technology (EPFL), Lausanne, Switzerland (Professor Emeritus, Yamaguchi Univ., Japan))
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Workshop: Ignorance, Uncertainty, and Human Errors in Structural Engineering, Helsinki, Finland, 15-16 February 2017
Veröffentlicht in:
Seite(n): 32-42 Anzahl der Seiten (im PDF): 11
Seite(n): 32-42
Anzahl der Seiten (im PDF): 11
DOI: 10.2749/helsinki.2017.032
Abstrakt: This paper describes an acquisitive method of rule‐type knowledge from the field inspection data on highway bridges. The proposed method is enhanced by introducing an improvement to a traditional data mining technique, i.e. applying the rough set theory to the traditional decision table reduction method. The new rough set theory approach helps in cases of exceptional and contradictory data, which in the traditional decision table reduction method are simply removed from analyses. Instead of automatically removing all apparently contradictory data cases, the proposed method determines whether the data really is contradictory and therefore must be removed or not. The method has been tested with real data on bridge members including girders and filled joints in bridges owned and managed by a highway corporation in Japan. There are, however, numerous inconsistent data in field data. A new method is therefore proposed to solve the problem of data loss. The new method reveals some generally unrecognized decision rules in addition to generally accepted knowledge. Finally, a computer program is developed to perform calculation routines, and some field inspection data on highway bridges is used to show the applicability of the proposed method.
Stichwörter:
Straßenbrücke Brückeninspektion