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Through study on the regulation of tensile strength and reduction of area after artificial aging and natural aging for SWRH82B wire rod, indicate that the tensile strength of wire rod unchanged through artificial aging or natural aging treatment while the reduction of area changes significantly the reduction of area is effected by aging temperature and aging time.
The initial reduction of area of SWRH82B wire rod is usually lower after hot rolling, but the reduction of area has aging phenomenon[4]. 
The Table 1 data shows: with the increase of holding temperature of artificial aging, the Z value of change rate was significantly increased, that means the reduction of area of wire rod has a significant aging phenomenon.
The variation trend of the tensile strength (Rm) and the reduction of area (Z) of the SWRH82B wire rod with natural aging shows in Table 2. 
The reduction of area of increasing rate (Δ) listed in Table 2.

This reaction utilizes a high-temperature reduction using the weakly reducing hydroxyl groups of a solvent such as ethylene glycol.
Reference patterns were from 2002 PDF-2 release from the International Center for Diffraction Data ~ICDD, Newtown Square, PA, USA.
The reduction rate of Cr (VI) concentration by the two iron nanoparticle samples, respectively, was measured over time.
The free and immobilized on resin iron particles were then compared in terms of Cr (VI) reduction rate.
Figure 7a shows the kinetic data during the reduction of Cr (VI) by iron nanoparticle immobilized on CMC substrate at room temperature whereas Figure 7b shows the kinetic data resulted from free the iron nanoparticle sample.

Complicated reponse of structures from limited sets of data can be expanded to full field data using a unique expansion technique first proposed by Chipman[3] and extended by Pingle [4] to obtain not only full field displacement information but also extended to provide full field strain data.
Expansion of real-time operating data is needed for the structure assessment.
· Measured data at the test points is obtained (either operating data or prescribed input)
· The measured data at ADOF is expanded to NDOF using [Tu]
Only limited cases have been studied thus far but measured data is currently being evaulated and will be the subject of future work.

Four distinct classes of pure metal catalysts have been identified for CO2 reduction[10].
The standard potentials for CO2 reduction can be calculated from the thermodynamic data, and is shown as follows[14]: Nevertheless, CO2 reduction does not take place easily, and the actual electrolysis potentials for CO2 reduction are much more negative in most cases than the standard potentials.
They used silver cathode as the catalyst for the reduction of CO2 to CO.
Anodic half-reaction provides the protons for CO2 reduction at the cathode.
Armstrong, Reduction Potential of the CO2·- Radical Anion in Aqueous Solutions, J.

Because of its hierarchical data structure, multilevel data are often analyzed using Linear Mixed-Effects (LME) models.
Only 316 data points were used for the PSI prediction since some data having predicted PSI values less than zero were excluded.
The combined dataset consists of 1546 data points.
The data collected from longitudinal study is a collection of correlated data.
Model Reduction.

Introduction of Shear Strength Reduction Technique The shear strength reduction technique (SSRT) is an effective way to compute the factor of safety (FOS) for slopes by numerical method.
This method has been referred to as the ‘shear strength reduction technique’ [5].
Increase the shear strength reduction factor Ftrial gradually with 0.01 increments.
Table 2 Data for stability analysis of Xietan landslide in natural state Ftrial Horizontal displacement of KP [cm] Incremental percent of the horizontal displacement [%] Difference of the incremental percent [%] 1.10 0.186 - - 1.11 0.328 76 - 1.12 0.499 52 -24 1.13 0.722 45 -7 1.14 0.984 36 -9 1.15 1.348 37 1 1.16 1.815 35 -2 1.17 2.418 33 -2 1.18 3.457 43 10 Stability Analysis of the Landslide in Long-term Reservoir Water Level Conditions.
Table 3 has indicated the data for landslide stability analysis in long-term water level conditions.

Data gateway, completing data collection, storage, forwarding, protocol conversion and other functions, plays an important role in energy management system.
Introduction At present，energy-saving and emission reduction is the theme of times.
Data gateway, completing data collection, storage, forwarding, protocol conversion, and other important functions, plays a major role in energy management system.
Remote management module is responsible for the remote gateway configuration, management strategy configuration, data error handling strategy configuration, and local access data configuration, etc; Control module is responsible for data collection, equipment management, data processing, data storage, management rules and formulation; Protocol conversion module is responsible for data format conversion and communication protocol conversion.
Data acquisition tables, which save the gathered data and energy meter nodes information.

Introduction The Strength reduction method for slope stability factor calculation is used more and more widely.
Example analyses Basic data
The strength reduction finite element method of three dimensional slopes is adopted to analyze the stress, strain, deformation and stability.
The exact method is simulated by temperature driving strength reduction.
The calculation non-convergence results corresponding reduction factors are shown as Table 3.

Experimental Cycles for CO2 Photocatalytic Reduction.
Briefly, the XPS data were measured by a Thermo VG Scientific-Sigma Probe X-Ray Photoelectron Spectrometer with mono-chromated Al Kα radiation, and the sampling chamber was below 5 × 10−9 Torr.
The XPS survey spectra of the BU and AU samples (data not shown here) indicated that five elements including Ti, Cu, Zn, O, and C on the surface of both BU and AU were obviously detected.
XPS narrow scan of the Ti2p region of the BU (a), and AU sample (b) The Cu2p on the surface of the BU and AU samples were also investigated using the XPS (data not shown here).
Yu, Photocatalytic reduction of CO2 with H2O on Pt-loaded TiO2 catalyst.

The test data of bolt stress shows that the internal stress in slope is tensile stress. 5m depth bolt stress changed very small, and 1m depth bolt data where has the maximum stress changed more clearly.
The test data of Dayu expressway project test verified the bedded rock slope was safe to operate.
The result of the project stress monitoring data shows that the existence of structure planes were the most important factor that affect the stability of rock slope，and this location should be emphasis to monitoring.
Test data of blot stress Acknowledgements This work was financially supported by Major State Basic Research Development Program of China (“973” Program, No. 2011CB013800).
LIAN, Stability analysis of excavation by strength reduction FEM: Chinese Journal of Geotechnical Engineering, vol.23, pp.407-409 , (2001) (In Chinese)