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Nonetheless, encrypted data incurs costs for customers’ communication and data size that exceed twice the original size.
Moreover, the compressed data yielded a reduced size compared to the original data, reducing clients’ memory usage by up to 60%
Nevertheless, the size of the data would increase as a result of the data translation.
References [1] European Union, What is GDPR, the EU’s new data protection law?
A. y Arcas, Communication-efficient learning of deep networks from decentralized data, Artif.

At aged conditions TDS on samples cathodically charged with hydrogen showed an increase on the hydrogen trapping capacity for 2.25Cr-1Mo and a reduction for the vanadium modified steel, compared with the as-received state.
For the CrMo, an increase in the P2 area for the aged conditions indicates enhancement in the trap density of this trapping feature. 100 200 300 400 500 0,0 0,2 0,4 0,6 0,8 P3 Experimental Data Sum of Fit Peaks Curve Fits Peaks Temperature (°C) Normalized Flux (JH/JMAX) P2 100 200 300 400 500 0,0 0,2 0,4 0,6 0,8 1,0 P3 Temperature (°C) Normalized Flux (JH/JMAX) Experimental Data Sum of Fit Peaks Curve Fits Peaks P2 (a) (b) Figure 3: Hydrogen desorption spectra from 2.5Cr-1Mo specimens with 10°C/min of heating rate in: as-received condition (a) and aged at 600°C 100h (b).
Peaks at similar temperatures were found in other secondary-hardening alloys and has been related with carbides and highly misoriented grain boundaries [17, 18] 100 200 300 400 500 0,0 0,2 0,4 0,6 0,8 1,0 P2 P1 Normalized Flux (JH/JMAX) Experimental Data Sum of Fit Peaks Curve Fits Peaks Temperatura (°C) P3 100 150 200 250 300 350 400 450 0,0 0,2 0,4 0,6 0,8 1,0 P1 P2 Normalized Flux (JH/JMAX) Temperature (°C) Experimental Data Sum of Fit Peaks Curve Fits Peaks P3 (a) (b) Figure 4: Hydrogen desorption spectra from 2.5Cr-1Mo-0.25V specimens with 10°C/min of heating rate in: as-received condition (a) and aged at 600°C 100h (b).

Based on the hysteretic force-displacement, the hysteretic behavior of strength reduction was analyzed.
According to two different constitutive models of concrete-filled steel tube, the skeleton curve of moment-curvature and force-displacement were calculated and compared with testing data.
Michel Bruneau et al. [4] reviewed the adequacy of the existing design provisions for concrete-filled steel pipes subjected to axial and flexure, then compared the strengths predicted by the CAN/CSA-S16, AISC LRFD 1994, and the Euro code 4 1994 codes and standards against experimental data from a number of investigators, the results show that all three codes produced conservative results, new proposed design equations are then developed, which have already been implemented in the 2001 edition of the CAN/CSA-S16 and in the “Recommended LRFD Guidelines for the Seismic Design of High Bridges”; Julia Marson et al. [5] completed pseudo-static experiment about 4 concrete-filled circular steel bridge piers, and then analyzed the connection between the concrete-filled steel bridge piers and foundation; Matsui et al. [6] conducted the pseudo-static experiments for the rectangular concrete-filled steel bridge piers which the steel tubes have flange.
Through the data acquisition system which has actuator collection, lateral displacement and force of pier top can be obtained.
It caused the distortion of the test data.

Key applications of SECM have been demonstrated based on the newest literature data covering the past two years of the active research in the field of corrosion in a nanoscale.
Data collected from the Science Direct.
Basic operational modes of the SECM: a) disc microelectrode tip positioned in the bulk solution (distance of tip from substrate: d = ∞) where the steady state tip current (iT) for the reduction of O into R is totally diffusion controlled, b) the positive feedback mode at a conductive substrate which regenerates O from R, c) the negative feedback mode based on hindered diffusion of O by an insulating substrate, d) substrate generation/tip collection (SG/TC) mode, e) tip generation/substrate collection (TG/SC) mode [36].
The investigators also observed that some anodic peaks were succeeded immediately by cathodic peaks, and that both the oxidation and the reduction reactions proceeded simultaneously at local pitting sites on Ti surface.

With comprehensive utilization of drilling, logging and seismic data, research was conducted on the sequence stratigraphic models of Jiufotang Formation, Lower Cretaceous in the Luxi Sag, Kailu Basin.
MFS, corresponding with the farthest onlap point in the shore line, could be identified easily on the cross lines of Luxi 3D seismic data on which developed significant foreset pointing to inner lake basin above the surface (Figure 2).
According to the borehole data, at the MFS, there were thick dark gray mudstone layers and oil shale which developed in deep lacustrine facies.
In accordance with the borehole data, the regressive downlap surface was usually corresponded with dark mudstone and oil shale.
The sedimentary scale of Majiapu meandering river delta also decreased compared with that in the period of HST due to the reduction of sedimentary supply.

Based on ESDA (exploratory spatial data analysis) with statistical data of GDP per capita of Hubei Province by county-level (2000-2010), this paper reveals the spatial differentiation characteristics of economic differences among counties in Hubei Province.
Based on ArcGIS platform, using exploratory spatial data analysis[3-5], this paper has explored the spatial variation and internal space unit relations of the county economy in Hubei Province since 2000, and has revealed the dynamic evolution of visual effects.
While Hubei is in the period of disequilibrium growth, government is actively encouraging interaction between the regions to promote the reduction of regional differences.

It has not been managed to describe the stage of short cracks development in relation to the material structural data by calculation yet [12], [13].
A well-known fact should be pointed out – in zone 2 curve behavior in logarithmical coordinates receives the character of a right line where it greatly correlates with the experimental data.
In this regard under the terms of the ending and beginning of the diagram first zone (first zone boundary data) let us substitute into (3) speed Vth and condition (2), and Vl0 and Kl0 correspondingly.
It is likely that Vl0 and Vth can correlate through the parametric variable of material structure dg so that FFKD curve will describe experimental data in the best way.
That is congruence Vl0dg=const describes experimental data in the best way, for example, for ferritic-pearlitic steels class.

The relevant data in the ordinary concrete has been basically reached a consensus.
Main Test Data Because of the discreteness of strength for pervious concrete is quite great, the following test data is the mean of the three data to reflect the dependence of the strength on size truly.
This situation accounts for 42% of the 12 groups of test data, which needs further study to ensure that if the cause is the test discreteness or the special structure of the pervious concrete .
Limited data of the test in corresponding conditions was used for a simple analysis
While as the porosity increasing, some abnormal values occur in the splitting strength and compressive strength ratio when side length a=100mm and a=200mm, shown by the marked data in Fig. 11 and Fig. 12.

Step response method is the most commonly method used to obtain the model of plant, however, this method requires experimental integrity and gains steady-state data.
Where , is integraled from 0 to, then the above equation and are substituted to, Where it is given by, That where , L groups of identification data are obtained, which are.
The data is filtered and normalized by recorded datas (L = 100) of the step response.
Then data were communicated through the MPI bus.
[3] Skogestad S, in: Simple Analytic Rules for Model Reduction and PID Controller Tuning.

By curve-fitting the results can be presented by a mathematical model, i.e. by an equation allowing the reduction in extrusion at the point of transfer from a state of presence of the pocket to a state of complete die filling, to be computed from the dimensions of the porthole and the weld chamber, for a given billet size and a given bridge geometry.
The flow stress data describing the plastic behavior of the alloy AA6082 has been expressed by a Zener-Hollomon equation presented in [7].
Ternary Extrusion Seam Weld Limiting Diagram In order to cover the variation in the behavior of material flow due to the geometrical changes in the welding chamber, a ternary plot of FE-simulated data is shown in Fig 5.
One advantage of the diagram is that it allows the increased tendency of metal filling into the space behind the bridge to nbe quantified through the reduction in the critical C/2 parameter.
Further statistical data input can increase the predictability of material flow and refine the shaded regions.