Exact(16)
Throughout the refinement, the geometry of the structure was monitored using the program Molprobity53.
To verify numerical simulations, the railway structure was monitored by conventional strain gages.
After loading, the health of the structure was monitored using non-destructive inspection.
Development of the hybrid structure was monitored by SEM, and evidence for homogeneous distribution of the PPy component was demonstrated.
Generation of carbonyl CO and hydroxyl OH/OOH groups in the polymer structure was monitored with ATR-FTIR.
The structure was monitored under bending fatigue and its performance was evaluated with Lamb waves, lock-in thermography and ultrasonic testing.
Similar(44)
Damage diagnosis is performed by utilizing measurements that are obtained from a structure being monitored.
Stresses that developed in the supporting structure were monitored photoelastically and recorded photographically.
Nematode and plant community structure were monitored over three growing seasons to determine the rate and direction of change.
In this respect, low intensity earthquakes provide valuable information about the performance of the monitoring systems and the structure being monitored.
While in many cases only strain data are accessible (e.g. when a structure is monitored using strain-gages), the conventional approaches are not capable of expanding strain data.
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