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The data collected in this research provide reference for the optimum mix proportion of the adulteration quantity of the concrete admixture.
Table 4 Experimental Results of Type SA-H Compound Admixture Contents Performance index results first-class Ordinary Water reduction rate[%] ≥8 / 30 Bleeding rate[%] ≤100 ≤100 54.7 Air capacity[%] ≥2.5 ≥2.5 5.0 Setting time difference Initial Setting time [min] -120～+120 -150～+150 -65 Final Setting time [min] -45 Compressive strength rate[%] temperature[℃] -5 -10 -15 -5 -10 -15 -10 ≥95 ≥95 ≥90 ≥90 ≥90 ≥85 125 ≥20 ≥12 ≥10 ≥20 ≥12 ≥10 35 ≥95 ≥90 ≥85 ≥95 ≥85 ≥80 112 ≥100 ≥100 121 90d contraction ratio[%] ≤120 ≤120 105 Permeability reducing strength ratio[%] ≥100 ≥100 ≥100 Conclusion Compound multifunctional antifreezing admixture delevoped in this research is composed of 3 components.

Here we emphasize that data flow should be integrated as following section - Methodology.
A reduction in Severity Ranking index can be effected only through a design change.
Contact A Contact B N/O Contact Parameter changed Conducted failure 1.92 F Forming failure 1.2 3D Geometry Drawing & Checking 0.024 0.055 Robust schemed design rule→Design Guide RD Engineer 11/18/’09 Design Guide 1.92 0.027 0.024 0.001 Conducted unstably 1.92 F Forming failure 1.44 3D Geometry Drawing & Checking 0.024 0.066 Robust schemed design rule→Design Guide RD Engineer 11/18/’09 Design Guide 1.92 0.36 0.024 0.017 Outline Deformation Conducted unstably 1.92 F Forming failure 1.44 Trial run 0.024 0.066 PFMEA ME / QC Engineer 11/18/’09 SOP SIP 1.92 0.36 0.024 0.017 Arcing stick 1.92 F Forming failure 1.2 Trial run 0.024 0.055 PFMEA ME / QC Engineer 11/18/’09 SOP SIP 1.92 0.27 0.024 0.012 Ingredient degraded Conducted unstably 1.92 F Material defect 0.36 XRF data 0.346 0.239 Approval process RD Engineer 11/18/’09 ICP data 1.92 0.18 0.346 0.120 Contact wear out 1.92 F Material defect 1.2 XRF data 0.346 0.797 Approval process RD Engineer 11/18/’09 ICP data 1.92 0.27
Armature Parameter changed Conducted failure 1.92 F Material defect 1.2 Measuring 0.024 0.055 Approval process RD Engineer 11/18/’09 Cpk data 1.92 0.27 0.024 0.012 Conducted unstably 1.92 F Material defect 1.44 Measuring 0.024 0.066 Approval process RD Engineer 11/18/’09 Cpk data 1.92 0.36 0.024 0.017 Outline deformation Conducted failure 1.92 F Material defect 1.2 Measuring 0.024 0.055 PFMEA ME / QC Engineer 11/18/’09 SOP SIP 1.92 0.27 0.024 0.012 Conducted unstably 1.92 F Material defect 1.44 Measuring 0.024 0.066 PFMEA ME / QC Engineer 11/18/’09 SOP SIP 1.92 0.36 0.024 0.017 9.
Most of FMEA will be generated during design stage is limited to specific stage without on-going and on-site data collection, despite to be concerned by usefully feedback way - 8D Report practically.

The method of data collection is library studies.
Natural thermal insulation, protect the building against of solar radiation and environmental pollution and climate, cooling area with effect of moisture evaporation, cover and beautiful elevation of green building, acostic emission reduction in sound absorption, provide shadow and protection form radiation.

Normative basis for data management. 4.
Application server running the data load is heavy.
Because the data exchanged between a server and a significant reduction in the browser, we can see the results faster application response.
Data backup is the function of user data in the event of damage after using the backup information can be corrupted data recovery, in order to protect the security of user data.
When the data transmission RAID5 disk is damaged, using the remaining data and parity information corresponding to recover corrupted data.

Our experimental data clearly show that in the early stage, the deformation is not homogeneous within the sample, indicating that significant softening occurred.
Thus interphase boundaries play a critical role in the grain size reduction mechanism.

The computation results are in good agreement with the experimental data.
Experiment model To reduction model, make an assumption as the minimum explosive velocity is a constant on the border.

Using data associated with the traffic parameter for congestion and non congestion, an incremental SA-PC method is trained to detect whether traffic congestion occur or not.
Under travel time uncertainty, it is found from several empirical studies that road users (or travelers) make their route choices, not only dependent on travel time saving, but also on reduction of travel time variability [2-4].

Experimental data show that for the complexes of cell-THPC-thiourea-ADP with Ca2+, the activation energies and thermal decomposition temperatures are higher than those of cell-THPC-thiourea-ADP, which shows these metal ions can increase the thermal stability of cell-THPC-thiourea-ADP.
Heat release is distributed between two broad peaks covering a wide area, resulting in a major reduction in rate of heat release and flammable products which fuel the flaming combustion reaction.
Table 2 Thermal degradation and analytical data of samples 1-3 No.

The results obtained with the proposed approach are compared with experimental data on a reduced scale tunnel lining structure subject to ESA.
As no specific data on the concrete used in [1] are available, the material parameters have been fixed within the range calibrated on the basis of the experiments reported in [13].
Figure 6 reports the evolution of the overall stiffness reduction, accounting for both chemical and mechanical damage of the measurements points indicated in Fig. 4.

In this paper, a methodology of modeling and simulating the electro-statically driven micro-electromechanical systems (MEMS) is presented, utilizing topography data with an arbitrary structure.
Consequently, the reduction in the order of the numerical integration is expected from the original order to lead on improved result [9].
Comparison with a commercial tool data. 3.