Explore
Schadensidentifikation mit modalen Parametern: Anwendung auf extern vorgespannte Hohlkastenbruecken
Haag, Bjoern
2016
0 Ungluers have
Faved this Work
Login to Fave
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.
This book is included in DOAB.
Why read this book? Have your say.
You must be logged in to comment.