bridge; damage; modal identification; deflection; temperature
Abstract :
[en] Some results of damage detection for real bridge structures are reported in the present paper based on both dynamic and static measurements. Dynamic analysis relates to the identification of modal parameters and deduced variables… The processing of static data is based on the analyses of deflection line and its derivatives, i.e. slope and curvature. Detection methods were applied in several real concrete bridges in Luxembourg. The results are encouraging and useful for Structural Health Monitoring in civil engineering structures.
Disciplines :
Civil engineering
Author, co-author :
Nguyen, Viet Ha ; University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit
Schommer, Sebastian ; University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit
Zurbes, Arno
Maas, Stefan ; University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit
External co-authors :
yes
Language :
English
Title :
Damage detection for bridge structures based on dynamic and static measurements
Publication date :
March 2016
Number of pages :
6
Event name :
QUALITY SPECIFICATIONS FOR ROADWAY BRIDGES, STANDARDIZATION AT A EUROPEAN LEVEL
