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The system frequency during the load disturbance can be observed in Fig. 13d.
The signaling process that is performed during the load balancing action is presented in Fig. 4.
The first layer introduces the response order of the DSR type during the load curve smoothing.
This process consumes the bandwidth due to the messages exchanged between the MAGS during the load balancing mechanism.
The last input from the experiment is the comparison of the optical events and acoustic emissions during the load perturbation.
Shear and flexure cracks formed on the girder during the load test regularly were marked on the grid.
As mentioned earlier, shear cracks were continuously tracked and measured during the load tests of the beams.
The DGs are inserted as negative power injections at the load pockets during the load flow analysis.
It is necessary not only to keep steady-state constraints, but also to maintain transient constraints during the load restoration process.
This is performed to select the best candidate MAG in terms of RSS, load status and the domain number during the load balancing action.
The load was applied until the anchor fractured, which was not easy to perform during the load transfer test as the concrete test block failed first.
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