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Chemical treatments have been used to overcome deficiencies in the dispersive performance of these types of soils.
In fact the performance of these types of systems can approach that of wet cooling system units.
A suite of recorded mainshock and aftershock ground motions was utilized to investigate the influence of considering aftershocks on the performance of these types of buildings.
We develop a model of the performance of these types of networks for analysing the throughput of sensing tasks depending on a variety of network and sensor parameters.
There is a lack of knowledge, however, on the performance of these types of connections when subjected to cyclic loading, which is typical for bridges.
A big effort is being made by the scientific community to increase the knowledge regarding the seismic performance of these types of structures and to improve the numerical modelling capabilities to predict their expected behaviour accurately.
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In this paper, we extend the fundamentals of our existing work towards quantifying and understanding the performance of these type of systems against more diverse workload communication patterns and system design parameters.
It is shown that good performance of these type of bridges depend on the displacement response of the pier head so as not to cause unseating of the decks.
However, the performances of these types of SFCLs for the fault current limiting and the bus-voltage sag suppressing operations are affected by their design parameters such as connection form, winding direction, and inductance ratio of two coils.
The performances of these types of substrates, dictated by their plasmonic response, depend on the morphology of the synthesized NPs that can be adjusted, controlling the concentration of silver nitrate, the process temperature, and the solvent typology impregnating the p-Si surface.
In this paper we compare the performance of these two types of landscape similarity measures.
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CEO of Professional Science Editing for Scientists @ prosciediting.com