TY  - BOOK
AU  - Haag, Björn
AB  - With a focus on the monitoring of concrete bridges, this study evaluates 19 different methods under realistic constraints. Then, the detailed numerical model of an unbonded post-tensioned box-girder bridge is created. There, nonlinear material laws, which have been validated by laboratory tests, are applied. Combining six different methods, the increase in cracking as a consequence of either the settlement of the pier or the decrease in the tension force can be assessed and localized.
DO  - 10.5445/KSP/1000051045
ID  - OAPEN ID: 34541
KW  - modal-based
KW  - modalbasiert condition assessment
KW  - Zustandsbewertung
KW  - bridges
KW  - Brücken
L1  - https://www.ksp.kit.edu/9783731504580
LA  - German
LK  - https://directory.doabooks.org/handle/20.500.12854/58933
PB  - KIT Scientific Publishing
PY  - 2016
SN  - 9783731504580
TI  - Schadensidentifikation mit modalen Parametern: Anwendung auf extern vorgespannte Hohlkastenbrückennull
ER  - 
