LMS based structural health monitoring of a non linear rocking structure.
A structure's health or level of damage can be monitored by identifying changes in structural or modal parameters. This research directly identifies changes in structural stiffness due to modelling error or damage for a post-tensioned pre-cast reinforced concrete frame building with rocking bea...
| Published in: | Earthquake engineering & structural dynamics. 34, 8 (2005). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |